SW7080212_APPROVED PLANS_20080306

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOGTYPE
❑ CURRENT PERMIT
IP APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE�i6
3OCP
YYYYMM D D

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1.0
TITLE SHEET
C
2.0
EXISTING CONDITIONS & DEMOLITION PLAN
C
3.0
SITE PLAN
C
4.0
GRADING & STORM DRAINAGE
E
C
5.0
UTILITY PLAN
C
6.0
SEDIMENT & EROSION CONTROL PLAN
C
7.0
EROSION CONTROL DETAILS & NOTES
C
8.0
SITE DETAILS
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SITE DETAILS
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SITE DETAILS
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PLANTING PLAN
SITE ADDRESS:
LAURA LANE
NEW BERN, NC 28563
RECORD 0 WNER:
CITY OF NEW BERN
300 POLLOCK ST.
NEW BERN, NC 28563
D CONTACT PERSON:
(EROSION CONTROL MEASURES CONTACT
PERSON RESPONSIBLE FOR MAINTENANCE)
NAME: MR. THURMAN HARDISON
PHONE: [phone] (CELL)
PARCEL ID:
TOWNSHIP: 8
MAP NUMBER: 212
LOT NUMBER: 2002
VEGETATIVE STABILIZATION:
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1) ALL EXPOSED SLOPES SHALL BE VEGETATED AS DESIGNATED WITHIN 21 CALENDAR
DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
2) PERMANENT GROUND COVER SHALL BE INSTALLED AS DESIGNATED ON ALL DISTURBED
AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
PURPOSE OF PROJECT:
THE PURPOSE AND REASON FOR THIS CONTRACT AND ITS SCOPE OF WORK IS FOR THE
CONSTRUCTION OF THE PROPOSED CITY OF NEW BERN MUNICIPAL SWIM COMPLEX
(SWIMMING POOL). THE SWIMMING POOL & ITS FACILITIES WILL BE AVAILABLE TO THE
SURROUNDING COMMUNITY.
C
SCOPE OF WORK:
CONSTRUCTION IN THIS CONTRACT INCLUDES THE FOLLOWING WORK WITHIN THE AREA OF
DISTURBANCE: THE IMPLEMENTATION AND MAINTENANCE OF PROPOSED EROSION,
SEDIMENTATION, & POLLUTION CONTROL MEASURES, CLEARING & GRUBBING OF THE
DISTURBED AREA (WHICH HAS BEEN STARTED PREVIOUSLY), THE REMOVAL AND OFF -SITE
DISPOSAL OF ALL TREES, ROOT SYSTEMS, BRUSH & DEBRIS, PROPOSED SANITARY AND
WATER LINE UTILITIES, SANITARY PUMP STATION, GRADING, FINE GRADING, CURBING,
SIDEWALKS, ASPHALT PAVING, STORM DRAINAGE SYSTEMS, GRASS SEEDING, LANDSCAPING
AND ETC.
ZONING TABLE:
Zoning District: R-10
REQUIRED
Use
6.220
Min. Lot
Area
10,000 sqft
Min. Lot
Width
80 ft
Building
Set Back —
Front
25 ft
Building
Set Back —
Side
10 ft
Building
Set Back —
Rear
25 ft
Building
Height (max
allowed))
35 ft
6
AREA TABLE:
TOTAL SITE
AREA:
7J26
ACRES
DISTURBED
AREA:
3.962
ACRES
PARKING TABLE:
REQUIRED
PROPOSED
Parking Space Dimensions (90 deg)
9' x 18,
9' x 18'
Parking Space Dimensions (Parallel)
9' x 22'
N/A
Isle Width (90 deg)
24 ft
24 It
Enclosed Building Area
N/A
14, 476 ft
Total Parking Spaces (1 per 200 sgft of Ecl Bld)
73
75 (BASE BID)
103 (ALT-5)
Accessible Spaces (4 / Total Parking is 76 to 100)
5
5
Van Accessible Speaces (1 per 8 Accessible)
1
1
A CONCESSION STAND NOTE:
THE PROPOSED CONCESSION STAND WILL BE A SMALL WARMING KITCHEN AND WILL
SERVICE POPCORN, HOT DOGS AND GENERAL SNACKS.
WETLANDS STA TEMENT:
THE NATIONAL WETLAND INFORMATION MAPS SHOW NO WETLAND AREAS ON
THIS SITE. AS PER THE SAID WETLAND MAPPING THE PROPOSED SITE
CONSTRUCTION WILL NOT AFFECT ANY WETLANDS. THERE IS NO OFF SITE
LAKE WITHIN 500' OF THE SITE.
PANEL 5570J
FIRM
FLOOR INSURANCE RATE MAP
NORTH CAROLINA
PANEL 55M
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EFFECTUE RATE NAP NUMBER
3ULY 2, 2004 3720SE10001
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1 arN L,uageuor'Mmy mevf Apcvry ,'
CITY OF NEW BERN
CRAVEN COUNTY NORTH CAROLINA
\ I C N/F
%'sw EXCESS SOIL
�'F '�j� DISPOSAL LOCATION
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SITE LOCATION MAP SCALE: N.T.S.
REMOVE & DISPOSE
EXISTING SANITARY LINE
r
\ CITY OF NEW BERN ' ' ' ' : _ - �NE [GRA ROPOSED SANITARY
PARCEL ID: 8-212-008
TIT
/ N/F \ JE N/F \ I DEED BOOK 640, PAGE 339 e _ p
NNINGS F
SHIRLEYA LINDSAY\ oEED aooK �86ROLLINGS-
PAGE 756
DEED BOOK 1783, PAGE 151 \ __ - _
xx,
---L------ - - Iy/---/I--E �— i...WE p[ �L_AA 1/ W ~ ' p it
x p{E ONE g1E :011i OHE - qK OXE ME tl1E - _ d1E .•t..
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di �i/� /'�' , .•. .._ —� III ` qI.
AL�NA7E-5, ADDITIONAL PARKING......... ».» ry o \ T/�' I Illli
Z ` PROPOSED ASPHALT
I
PAVED PARKING LOT _ _
T u _
1 - -NIT- - �
' .� , I (REFERENCE B Iq0)�
IN N/F ,
I !` CITY OFNEW BERN IzII
' -- ----- I •.—z.n —i ill
`� ''�: f PARCEL ID. 8 212 2002 3
DEED BOOK 1560, PAGE 123IV
I
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--- c I I
AIT
' -
I � l r PROPOSED CONCRETE SLAB ij
PROPOSED GRASS (SEE STRUCTURAL DRAWINGS) _ ` j } I I
/ p /LINED SWALE
N/F
r PROPOSED ,, _::_:_:._.._:_. o .._ _._..__= = _.._.._._.._::_..._..1 -" - li \ , NEWBERN LODGE NO. 764
1! 1 N
/ _.._.._._.__--.._._-_.._- _-.._._ w
4 Ili POND - PARCEL ID: 8-212-074
SWIMMING POOL / , �,a ems, �� � PROPOSED' WET'
DEED BOOK 1610, PAGE 375 LIU
SED
/a,/,� PR� OSED BUILDING i�i------'-- --�- - - - - - - - - �I ----I' LNEDOSWALE ASS
�1
J' '� (POOL FACILITIES)
i.l S I � I � � I•I, l
PROPOSED SANITARY
LINE [GRAVITY]
S 41.59'59" IN,,, 364.61'
' r RI GHT OF WAY TO BE
DETfffIINED BY CRY OF NEW BE III I - PROPOSED ASPHALT i' A
..7 y I I Ia .. __.. I I
T �— PAVED PARKING LOT
ENnTNEEFING DEPARRMENi 43 [BASE BID]
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_ I PROPOSED -- — PROPOSED WATER
\t DUMPSTER L MAIN [BASE, BID]
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EXISTING \''• ! j �j
WETLANDS \ ;� \� . ! j - P PP I :II y
h
A
COL UMB US CL UB OF NEW BERN INC
PARCEL ID: 8-212-075
DEED BOOK 1414, PAGE 1058
I
FLAGGING + +�4T —eGo �c q 3a .,4 14'/ PROPOSED 1/ATER AlN WITHIN ;
_
``e. •. ��,, � _� C>. 1 � `.. - - - - .. THE R.O.W. LA U LANE
F
L: N
— — j A/ TER/YA -4 PUBLIC WATER SUPPLY
�- l "/ 'i ��) yh PROPOSED WATER MAIN WITHIN
�f\•I� _ e;w f A y \ I I THE R.O.W. OF LAURA LANE
aau
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II
WOODLAND CROSSING �-- - --� r,pB,,R �"°i S421O;SANW 363.62—�J
N/F
PROPERTIES TWO \ v4cJ
...::::
NEUSE LANDING PROPERTIES LLC
PARCEL ID: 8-212-3001 N/F IT.cvG
PARCEL ID: 8 212-021-A CITY OF NEW BERN
EXCESS SOIL DISPOSAL:
ALL SOIL TO BE REMOVED FROM SITE SHALL BE HALED TO AND STOCK
PILED AT THE "OLD MARTIN MARIETTA QUARRY SITE" (CITY OWNED)
[SEE SITE LOCATION MAP ON THIS PAGE]
ADDRESS:
800 GLENBURNIE ROAD
NEW BERN, NC 28563
EROSION CONTROL MEASURES:
CONTRACTOR TO INSTALL & MAINTAIN SILT FENCING COMPLETELY
AROUND THE STOCII ILE [SEE SILT FENCE DETAIL].
FL 0 OD PLAIN STATEMENT:
THERE IS NO FLOODPLAIN ON
THIS PROPERTY
AS PER
FIRM PANEL 3720557005J, DATED JULY
2, 2004
RECEIVING WATER
COURSE:
THE RECEIVING WATER COURSES FOR THIS SITE ARE THE SHOWN CHANNELS
& SWALES THAT RUN ALONG LAURA LANE & THE NORTHWESTERN SIDE OF
THE SITE. THESE CHANNELS & SWALES DISCHARGE TO A STORM PIPE THAT
CROSSES LAURA LANE SHOWN IN THE MOST WESTERN CORNER OF THE
PROPERTY AS AN UNNAMED DRAINAGE CANAL DRAINING TO LAWSON CREEK.
THIS CANAL TRAVELS FROM THE SITE TO US HIGHWAY ROUTE 70 THEN
ALONG ROUTE 70 CROSSING MARTIN LUTHER KING BLVD. THEN TRENT ROAD
BEFORE INTERSECTING WITH LAWSON CREEK.
PARCEL ID: 8-212-016 \'
SCALE: i "= 50'
50 0 50 100 150 FT.
NOTES*
1. BELOW ALL PROPOSED PAVED SURFACES A MINIMUM OF A 2' LAYER SHALL BE REMOVED & DISPOSED. AFTER 2' LAYER
IS STRIPED SUBGRADE SHALL BE PROF ROLLED BY CONTRACTOR AND INSPECTED BY A GEOTECHNICAL ENGINEER. AFTER
ENGINEER'S APPROVAL OF THE SUBGRADE STRUCTURAL FILL MATERIAL SHALL BE COMPACTED IN 8" LIFTS TO THE
APPROPRIATE SUBGRADE ELEVATION (SEE SITE PLAN FOR GRADING). ADDITIONAL REMOVAL OF THE SUBGRADE MAY BE
REQUIRED AS DIRECTED BY ENGINEER.
2, PROTECT ALL UTILITY UNITS, DEVICES & ROAD SIGNS TO REMAIN
3. REMOVE & DISPOSE OF ALL TREES, BRUSH & DEBRIS WITHIN LIMITS OF DISTURBANCE (CLEARING AND GRUBBING SHALL
INCLUDE THE REMOVAL AND DISPOSAL OF ALL ORGANIC MATERIAL, INCLUDING STUMPS AND ROOT SYSTEMS.
4. CONSTRUCT SILT FENCING ALONG BOTTOM EDGE OF CUT/FILL SLOPES AS SPECIFIED AND/OR AS DESIGNATED BY ENGINEER.
5. CONSTRUCT HAY BALE CHECK DAMS ALONG DITCH LINES AS SPECIFIED AND/OR AS DESIGNATED BY ENGINEER.
6• ALL UNDERGROUND UTILITIES AND THEIR LOCATION SHOWN HEREON ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE TO
VERIFY ALL EXISTING UTILITIES AND THEIR LOCATION PRIOR TO BEGINNING CONSTRUCTION.
7. PROVIDE TEMPORARY & PERMANENT SEEDING IN ALL OPEN GROUND AREAS WITHIN THE LIMITS OF DISTURBANCE, INCLUDING
REMOVED STUMPS, REMOVED GROUND COVER, & ETC.
I='
1
• 1
It I
EXISTING SANITARY LINE
EXISTING SANITARY MANHOLE
(APPROXIMATE LOCATION)
RIM: N/A
INV IN: N/A
INV OUT: N/A
LORI DRIVE
PROPOSED TlE-/N TO
EXISTING MANHOLE [INV • N/AJ
EXISTING EDGE OF PAVEMENT
[APPROXIMATE LOCATION]
PROPOSED 8" SDR-35 SANITARY LINE
[GRAVITY] (To EXISTING SANITARY MANHOLE)
PROPOSED RESTORATION OF GRADE &
ASPHALT PAVED ROAD
[SEE TYPICAL TRENCH DETAIL]
PROPOSED SANITARY MANHOLE
[SEE UTILITY PLAN]
X
X
X
X
X
X
STORMWATER
s APPROVED • �f�[
MDRTH CAROLINA ENVIHHtltlNNtNMWAL
MANAGEMENT COMMISSION
1�,8YVISION! OF WATER QUALITY
DateVIaN_t 22000 � q
LEGEND:
X
AREA OF DISTURBANCE
& DEMOLITION
WATER FLOW
DIRECTION
0 IRON ROD
® MONUMENT
UTILITY POLE
LIGHT POLE
g FIRE HYDRANT
GV
pd GAS VALVE
wv
WATER VALVE
SAW CUT LINE
SETBACK LINE
EXISTING CONTOUR
PROPERTY LINE
TEMPORARY SILT FENCE
CURB
NOTE: FOR FIRST FINISH FLOOR REFERENCE: 100-0 = 23.3'
CLARK
PATTERSON LEE
DESIGN PROFESSIONALS
301 E. NINTH
STREET, SUITE 180
CHARLOTTE,
NORTH CAROLINA 28202
TEL
[phone]
FAX
[phone]
www.clarkpatterson.com
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DATE DRAWN CHECKED
12/20/07 CG RJE
SCALE AS NOTED
SHEET TITLE
TITLE SHEET
PROJECT NUMBER
11197.00
NBSC
C 1.0
DRAWING NUMBE
I
2
3 4
5 6

E
0
C
i1
0
AL TERNA7F- _' ADDITIONAL PARKING
PROTECT EXISTING CATCH BASIN
I
\ PROTECT EXISTING
AL7ERNATE--5-• ADDITIONAL PARKING
REMOVE GATE TO BE REINSTALLED
[SEE SITE PLAN FOR LOCATION)
SANITARY LINE TO REMAIN \ I
EXISTING 5' CHAINLINK FENCE ,
° REMOVE &DISPOSE "
a _ EXISTING SANITARY LINE
EXISTING EXISTING DROP INLET [ , _e EXISTING DR MPINLET' \ EXIPTING ASLOTLT EXISTING-D�2 INLET ' WATERLINE FROM HYDRANT b (� 22
FORCE MAIN ENTERS THIS ALTERNATE-5• ADDITIONAL PARKING RIM: 22.49 EXISTING 3' TELEPHONE W 86,
\ I MANHOLE. GRAVIN FROM REMOVE & DISPOSE INV: 20.08 i - 1 POLE BOLLARDS TYP EXISTING GRAVEL INV:2i6.22 RIM: 21.98 EXISTING WATER METER TO METER NOT LOCATED k- ,� 22.626
HERE TO PINE TREE DRIVE. Z-3: o PARKING LOT - / - c SENSUS r 2 JSO
24491 / EXISTING STORM PIPE SWINGNX GATE u + 7 VN EXISTING FORCE
' N/F �`_- 23.070 / �/ _ _.-_ 23 19 D-- -- - 5 9120 207003 +:,- +p2 , MAIN MANHOLE
N/F + -F24 239 EXISTING i -{, \ SEWER
JENNINGS F ROLLINGS +23.645 RIM 22.49'
$ CITY OF NEW KERN i EXISTING FORCE MAIN
DEED BOOK 1860, PAGE 756 q ^ q.0 EXISTING 1E" CidP__ 934 EXISTING EDGE SEWER MANHOLE - -- -- EXISTING ASPHALT ROAD WER MAN
Exlsnrtc - PARCEL ID: 8-212-008 NV: 76.95' t'} OF ASPHALT - M = 225
SEWER MANHOLE SAWCUT EXISTING >/ 'EXISTING GRAVEL ROAD RIM = 23.62' EXISTING 16" CMP i • RUN ALONDRIVE
G
DEED BOOK 640, PAGE 339 SANITARY LINE < > Nv, e.a.7 I v n s
\ + RIM = 24:0 ' _ j'I ?, ,@ ' -_ __ .. LINE OTELOCATED.
i850 it l I; c, IN 19.-85� ----------------------- ------------ _ 63'_.. __ ___ _.>3 n, -_- ---- --->'' ------ _--- ?.'.7-
\ [6d8� 11 i4 lip -Q--- \ . ,. -..
_.
_...o _ -pHE_. OHE OHE OH€. _ OHE OHE OHE OHE OHE flHE OHE
y II j I 1 OH OHE OHE T OHE OH - - . I z ^7> •0' - 21360...: 4L4 EXISTING RR SPIKE
1a4.�..._........................... _-.,f.. 1.� - _ -_ - _ _ _1
\ 23.505 .r33 -_ _. ... .. ...... c�'fd'$'� ,_.._...1.s. s.-G � - al
.+.. ..... ..ww .. .�. •Ja..n�"+r� • - - -- - - - - __
....._...... n - -- - -_ - ..... sn_- .._ - - - -- -- --- - --- -- - -- --- -- _. -- _.-.._.
4, --.-.._. _. --- __. -- -- -- _. -- --- -' __....-- -- --- _ _- _._ ___ .. _._mower++.-.r
4724-7
_ _ _ _._ _ - . _ __ _ _-_... __. _ .._ ----__--_-_. - - - - -. -_ 17T02 ITIiB-- CMP + . --,._ -_.. __ .__ _.._..__ ._. __. ___ __ - --'I"17.II90 EXI TING 48" _
1„8.1 ., - _ ---. __- __. __ - -.__ __ _ - _._ ._ 1_6 - __, -_ _- _- 16,113 _-•-/,U- - -- -.- -- - .P�_.l
T-_ -_ _ __-_ - -_ _6Pb _- __...__ - __. _- _._ __ ._.. __- _ ._ _.- -��_ _
_n -_ .- -- _- -- _- r _- --- '- -- ---- - 6s 8 _- 16,849 --- -- T=}-..- --- - - -- -- -- -- --- -- '.D- - -- -- -p.
6 755
\ EXISTING INVERT. 15.11 / ._ __ __ 1 L ti: --- - -- ---- -'- -- _ INV: 16.03'
/ -. .. __ _ _ of �
,•�� : ' - --. __. -_. __- ___ - ___ _-_ - f�!- -_:- -. _. -_ _ _'.--_: _:_. -' _ -:- __ - __ - `- ..1_ '''t2a i -'t' '�'21.965 EXISTING INVERT: 15.3T
> .h. - .�. d.2.926 „+ - II/ TEXISTING 12" CPP ' _.36t ._3 00 -' - \_ ]0.' _ a_"
+ I� INV: 18.62' \
AL 7ER/1L9TE 5 ADDITIONAL PARKING k�CLEAR & GRUB TO , � _ � I 21 �7s � ! EXISTING � \ / I �
479
z2.a9a 22`siW ,/y ', i z t PROPOSED TREF LINE x. t. ki = - 'Sys nr ;ALTERNATE 5. ADDITIONAL PARKING zz.ta i II W22887
nRE4D
i k END OF PIPE
4 j (i 2 j /; EXISTING INVERT: 19.13 �. - ,'a �! �xl "� OLEA� & GRUB TO-�22,736 I! i
22700 21.744' ' ' 21.908 L 22.615 22.574 NOT FOUND
��J
_( -
PROPOSED TREE L/N22,486 rt + II \ EXISTING BUILDING SET BACK LINE >I EXISTING EDGE
jt- . >�i�--;1+---�-�. EXISTING TREE LIN� �_ a OF PAVEMENT
22,308 /, GP/ 1 a., T \> E' �-
�� �� , II '. "�� o p� �00 hrj•
03 dL 7ckNATL� 3 ADDIT/ AL PARl�1fWG 2 a64 2
EXIS11NCt 15" CPP _
�O - 22 43 23 927 EXISTING ' ' - EXISTING PROPERTY LINE
2,:19 Exlsnrtc INVERT: 1s:4t' 24297 w000eo ��"�i' REMOVE &DISPOSE 2 LAYER .MIN OF
a
3J5 '4'I] A:/ AREA/; ,�,i0� rY `756, JI �- c_..J / [
2 84 : / /��`S E WOODED _ a _ 3e4 +_ - 09 TOPSOIL EARTH PROOF ROLLING zB F 7
.5. / wAREAooDEO d/IERNATE 5 ADD/770NAL PARKLNG - - CONTRACTOR COORDINATE WITH GEOTECHNICAL
0 236 ° Pit z2. 0 PROPOSED TEMPORARY CONSTRUCTION FENCING . ENGINEER FOR INSPECTION
PLACEMENTPOFOO
\ m� ?-A I L �� � _ �8 .396 SUB PRIOR
id- [USE TREE PROTECTION FENCE - SEE DET%j' STRUCTURAL :hl I pro
'S 4� Say 22 2s9 I . i I I TURAL FILL M _ _-. 99
� I MATERIAL] , \� kyX 1: zta Q1 2 ^ 2
_ i AT CX , x'V x [USE PROTECTION + XI
N/F \ CONSTRUCTION FENCING -
% I CITY OF NEW BERM \. 7 s14 e� EXISTING WATERLINE
-21,523 EXISTING : �.i +-, h,. ' "f"
INV: 14.45 \ DEED PARCELK : 8- 1PAGE 123 ; 1 _f '� o' X ; x ' k'` \ '\ %� ` FENCE - SEE DETAIL] 1I !; + _I. 53 2�^�°'a°'
/ L Ix EXISTING UNDE GROUND CAN
ELECTRIC �DE�TAL' - �It
I II I BESIDC GHT-POLE. 00 �' �✓ --- - �- -���U - - - .__ __ __ EXISTING UN jE ROUND PHONE
I r E ROUND POWER. 22.SU ' 2. b % 7 ,` L :! : DEI G
EXISTING
I: _.--UND R 6� -L. t �� -a
22J32 22412 I' T +2L817 1\ N / � �'`� i
863
C11 /
__
{
-- - -- z3,o- --- '� ALTERMTE 5. ADD/TIONAL PARK LNG
�X I
CLEAR & GRUB TO
PROPOSED TREE LINE
j
PROPOSED TEMPQRAR) CONSTRUCTION FENCING __ ! f �� , yy` A \ ~ 21 ° I'
_ V EXISTING DITCH FADES OUT
[USE TREE PR07ECTlDN FENCE -SEE DETAIL] 22.,,615 \
21,931-_/2a33o �� r--- V A I ---� _ 2�099 + +� +21.1
r 111 1 I _ � 1- 2L 202 i , y
2d020I 22.380 21.685
22.536
N/F
/ - I NEWBERNELK , f _ S LODGE NO. 764
CLEAR & GRU TO _ 1 \
-� -1-I % \
l PROPOSED THE LINE ; _ " *; x PARCEL ID: 8-212-074
/ \ >- } - -
lil r 1 -+- so PROPOSED TREE LINE
w o DEED BOOK 1610, PAGE 375
TO
CLEAR &
N w
I Lj
/ �' ��N //`l �. ��` �'� , % ,� :`ro u�/ /A./� �0+� a� ��s`L� - __ _ \ 1 231s41 A� Il W °` + 1 - 1 EXCAVATION FOR DEVENTION POND. +
21.789' 12� 037 X + \ 1 21.821 -- ---�-- / / 20,06.5
w // a 21.283 L_ - MATERIAL TO BE REMOVED &��ISPOSED OF AT
21622 Wf I L_t� j _ �4 THE "OLD MARTIN MARIETTA QUARRY SUE" =z,
- / 437 %Vj`v, --� 418 '
als2z me X", ,�,r ( 1 -
,mil W�� b 0
r,�„ I f- o
�:• /'� \ EXISTING TREE LINE -FLO
co -
EXISTING %<x X
�,.A
l ,ti k WOODED „ k/ �\ y.-_3-.-�- I z AREA `X�/ V I
W �,(,Y�J!
21,7919 (4 -/ -, X v >x� t-o -4 22 526 -j i•1--�--1 1 - '2195 m 1
21.680 .20jjy,101r
4 21,43 21 1 1.140 21.48cl
WI
i
I:20�
2L268 �244 21.1A
+ W
21.590 9 EXISTING ELECTRIC PEDESTAL
BESIDE LIGHT POLE.
W� \UNDER GROUND POWER.
t
CLEAR & GRUB
TO PROPOSED --�
098e TREE LINE
+VO. ° 2 �
21.430+ .'U ,780
21,044 �". �• � 2� +
1,525REMOVE & DISPOSE 2' LAYER MIN OF
x TOPSOIL/EARTH [PROOF ROLLING BY CONTRACTOR,
COORDINATE WITH I GEO TECHNICAL ENGINEER FOR
Xk. INSPECTION & APPROVED SUSGRADE PRIOR TO,
PLACEMENT Of- STRUCTURAL FILL MATERIAL)
[GEOTECHNICAL ENGINEER TO BE HIRED BY OWNER]
[DISPOSAL AT "OLD MARTIN MARIETTA QUARRY SITE J
1
PROPOSED TEMPORARY CONSTRUCTION FENCING
[USE TREE PROTECTION FEN E - SEE DETAIL]
23+644
21964J � +-
PROTECT EXISTING TREES TO REMA1,A1
(USE TREE PROTECTION FENCING)/ \
[SEE DETAIL] i
EXISnNG
+20 0.6? SINGLE GU
--
��.
\ ,0 8 _, EXISTING EXISTING OA -
21 186 SINGLE GU EXISTIN ® CLUSTER
GUM TM
EXISTING B
21 250 �1197�
d70 / 21.84 '21-
2L'237 �� �„�� �2D� 1 72c.0- / 20930 + -
+ \P J +21586 z1534 C1.U�
21.619 _ -F_
21368 21450 AE yy +''�507 •••••�•� '
a' Q_�j 71 _
\ 21.752
21,607
21602
21313 _ - EXISTING
-I-21917 _ n3M RAILROAD SPIKE
+ -- - __ IN LIGHT POLE +22
21.s2a
21984 --- EUEVAT", 2464'
\
2L692-__.22015
22,145
N/F
WOODLAND CROSSING
PROPERTIES TWO
PARCEL ID: 8-212-3001
Dig Safely
North Carolina
ay
1-800-632-4949
I
N/F
NEUSE LANDING PROPERTIES LLC
PARCEL ID: 8-212-021-A 22.461
EXISTING BACK FACE OF CURB
SCALE: 1 "= 30
2
/ 422,465
EXISTING ELECTRIC PEDESTAL
BESIDE LIGHT POLE.
UNDER GROUND POWER,
22.
22.879
22957
22,98e
783
REMOVE & DISPOSE
EXISTING SANITARY
LINE & MANHOLE
23,237
23,347
+ REMOVE & DISPOSE EXISTING SANITARY
LINE TO DOWN SREAM MANHOLE
[SEE TITLE SHEET FOR CONTINUATION]
REMOVE & DISPOSE EXISTING
SANITARY MANHOLE
� N
N/F
COL UMBUS CLUB OF NEW BERN INC
PARCEL ID: 8-212-075
DEED BOOK 1414, PAGE 1058
RELOCATE UTILITY POLE & ELECTRICAL +
PEDESTAL [CONRACTOR TO
COORDINATE WITH UTILITY PROVIDER]
�- EXISTING
WOODED l
AREA
\ +$,� s
�,�2
22,875
\ Y
2 779 0 q •� ,�.. 22,790 23062 EXISTING ASPHALT PARKING LOT COL IJMBV CLU N/F
NEW BERN INC
T
77779 ....._« 6a may• . +2 64 US
-212-075
22J 8 E E E�i� snN
eDEED BOOK 1414, PAGE 1058
?_2.600 E \E A INV: 20.91' E%IS G 15" CPP I -
,2 552 AL 7FRAMTF-4. PUBLIC WATER SUPPLY
22, 772 828 \ E
�r/j�� \e�3 ''� EXIS Nn c INVERT: za.76'; PROPOSED TEST PlT TO DETERMINE WATERMAIN
22,569 CJ'� V.� j 22,653 \ e \''\ , 7, 15 22�8 II �i EXISTING ELECTRIC PEDESTAL TIE-IN POINT AND EX/STING PIPE SIZE & TYPE
.375 28531 �.A 7X,22.774 BESIDE POLE.
�'� �; NDER GROUNDPOWER.
•''2�_ � 4 v : �!
2,960 \ LI ro
EXISTING EDGE E 2c4-1
\ a
OF PAVEMENT
a26.8 E ?HS34 - ....... • .
22.734 \¢l : -1601 j�r, o \ _ �_ 1941 I I P -173- %� \
A*,P&� 'c-',77� E�-6•-�-'..� 2 11 _ �2 110
PROPOSED SAWCUT ASPHALT PAVED ROAD J 2 769
s,o
22
REMOVE 2.5' STRIP FROM EXISTING EDGE OF N � C _ -
PAVEMENT FOR PROPOSED DRIVEWAY ENTRANCE ? - .-- - 23,075
za69'21d'&_- 2sas6
-- 23, 419
N/F \ - + + LA URA LANE
23,059 CITY OF NE W BERN- - EXISTING MAG NAIL----//
EXISTING BACK FACE OF CURB PARCEL ID: 8-212-016 22.950
�
435 V 9 .�
r - _:
23,253 i - - _ - - - - - - - -
EXISTING
! WOODED _ xG- 22.054
AREA m '' +
I-
i
F � +
-}.t- 23.340
+
t1} M / v
PROPOSES TEMPORARY
l- CONSTRURION FENCING
-- -� - - -_L -- 23 z2 839 [USE TREE PROTECTION
_ !] FENCE - SEE bETA/LJ
1 J
4 ------
_ •r
7 t 1
EXISTING TREE LINE
+- I
-- - L. L rt 7
I ,
t_ t- BLOCK ENTRANCE
-F_ + [USE FIELD BOLDERS �R
63 INSTALL "3' HIGH BERM]
23,302
LEGEND:
AREA OF DISTURBANCE
& DEM❑LITI❑N
3
M
wl
NOTE: FOR FIRST FINISH FLOOR REFERENCE: 100'-0" = 23.3'
7
CLARK PATTERSON LEE
DESIGN PROFESSIONALS
301 E. NINTH STREET, SUITE 180
CHARLOTTE, NORTH CAROLINA 28202
TEL [phone]
FAX [phone]
www.clarkpatterson.com
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DATE
12/20/07
DRAWN
CG
CHECKED
RJE
SCALE 1" = 30
SHEET TITLE
EXISTING CONDITIONS
& DEMOLITION PLAN
PROJECT NUMBER
11197.00
NBSC
C 2.0
DRAWING NUMBEF
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� PROPOSED 3 WOODEN I
BOLLARDS [7-TYPJ !
\ EXISTING 5' CH AINLINK FENCE
\ A/ 7ERNM7E-5• ADDITIONAL PARKING ° ° ° ° ° °
PROPOSED LOCATION ° EXISTING DROP INLET °
EXISTING ° RIM: 22.49 ° EXISTING DROP INLET EXISTING ASPHALT
\ I FORCE MAIN ENTERS THIS FOR EXISTING GATE o INV: 20.OB EXISTING 3' TELEPHONE _ ° RIM: 22.34 PARKING LOT EXISTING DROP INLET W WATERLINE FROM HYDRANT �"Y ! WV
MANHOLE. GRAVITY FROM POLE BOLLARDS [TYP] EXISTING GRAVEL INV: 18.22 RIM: 21.98 TO METER NOT LOCATED
HERE TO PINE TREE DRIVE. o PARKING LOT
/ o EXISTING I EXISTING FORCE
N/F o WATER METER MAIN MANHOLE
N/F ° RIM = 22.49'
JENNINGS F ROLLINGS
CITY OF NEW BERN SEWER MANHOLE EXISTING FORCE MAIN
DEED BOOK 1860, PAGE 756 A EXISTING EDGE SEWER MANHOLE EXISTING ASPHALT ROAD RUNS ALONG
EXISTING PARCEL ID: 8-212-008 OF ASPHALT RIM = 22.58'
SEWER MANHOLE EXISTING GRAVEL ROAD RIM = 23.62' EXISTING 18" CMP 11 INV = 17.18ii PINE TREE DRIVE
\ DEED BOOK 640, PAGE 339 NV=18.4T——— — — — — —— —INV: 17-- —-------- --------------------------- -----� LINE NOT LOCATED.
RIM 24.09' — —
INV - 19.85' yv
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — -
- — — — ! OHE OHE OHE OHE OHE OHE "� OHE EXISTING RR SPIKE
__ ____ OH
IOHE OHE OHE rn OHE __ _ OHE OHE OHE OHE ..................... OHE...............................................................................................................................................................................................
ems ..w+ ....... ...,.,, ...., . •+w+.n+•n+rl ..r... ss+ ..+.�+�� • •...+' '+++' • .. •�..-racy;\ .. - �r I I � H •
TI G 48" CMP
EXISTING INVERT: 15.11' Q I , • •, NV: 16 03'
..:..........L. .........I.......... 2. Q:... . . . . ........................................................................
. .
• I 1 II�EXISTNG 12" CPP �
\ \ A/72RM E--5• ADDITIONAL PARKING 24.0' 1.-_ PROPOSED 8'X12' RIP jl INV. 18.62' EXISTING INVERT: 15. 7'
PROPOSED 8'X12' RIP RAP PAD 1 i EXISTING WOODED
1 ISLE WIDTH I RAP APRON PAD [TYPJ it WOODED •I I'
1-- -- -- -A A/7ERNA7E--5.• ADDITIONAL PARK/NG I AREA
/ •\ EXISTING INVERT: 19.13' A/7ERMM 5• ADDITIONAL PARKING i 1 � PROPOSED 8'X12' RIP RAP PAD
PROPOSED PAVED DRIVEWAY CONNECTION END OF PIPE II
1 NOT FOUND I ! OFISPAVEMENTE
:-z I 1 II EXISTING BUILDING SET BACK LINE
OQ '�,• ��`•' EXISTING 15" CPP EXISTING [SEE MEDIUM DUTY PAVEMENT DETAIL] I------- cn------i PROPOSED CHAIN LINK �1�
\Z��j • \���•: EXISTING INVERT: 19.41' WOODED
AREA C-------------i FENCE 3' WIDE GATE Ii EXISTING PROPERTY LINE
A/ 7ERNA7E=5-• ADDITIONAL PARKING 1 1
----- ------H
PROPOSED 9'X18' PARKING I j PROPOSED 6' HIGH ;I
SPACE STRIPING [28-TYPJ i ------ ------ i CHAIN LINK FENCE .I I
1 I [SEE DETAIL] I ? I I
I I
/ A/ 7FRNATL-5• ADDITIONAL PARKING I
PROPOSED PAVED PARKING AREA (u i
• EXISTING MAIN
INV: EXISTING
I [SEE MEDIUM DUTY PAVEMENT DETAIL] ______y I ExISTINc wATERLwE
I
I EXISTINGI ELECTRIC PEDESTAL I I POND EXISTING UNDEjItGROUND CAN
BESIDE LIIIGHT POLE. S� I EXISTING UNDEj2GROUND PHONE
I; UNDER GROUND POWER. 3 II
W: N/F� PROPOSED FOREBAY
CITY OF NEW BERM A/ 7rgAtA7r 5• ADDITIONAL PARKING OVERFLOW WEIR
PARCEL ID: 8-212-2002 PROPOSED CONCRETE CURBING � ------- RIP RAP PAD
DEED BOOK 1560, PAGE 123 FOR TREE ISLAND [SEE DETAIL) 1 I
----- ------
EXISTING
' PROPOSED PAVED PARKING AREA [SEE
WOODED FORE— I
rn
AREA MEDIUM DUTY PAVEMENT DETAIL]
a � / Q � BAY EXISTING DITCH FADES OUT PROPOSED CONCRETE SLABS FOR a U
y / PROPSED SWIMMING POOL PROPOSED CONCRETE y I r
[SEE STRUCTURAL DRAWINGS] CURBING FOR TREE Y R
y ISLAND [SEE DETAIL] a Y N/F m
/ w /
W PROPOSED 8' WIDE CONCRETE ` a PROPOSED 6' HIGH NEW BERNELKS LODGE NO. 764
j I CHAIN LINK FENCE -� PARCEL ID: 8-212-074
�► SIDEWALK [SEE DETAIL]
j /
EXISTING
W • � WOODED
QAREA
Qy I: I �, PROPOSED VAN
4*4
W y ACCESSIBLE SIGN
PROPOSED CONCRETE
W ; CURBING [SEE DETAIL] r
W PROPOSED ASPHALT PAVEMENT
I. I (HEAVY DUTY PAVEMENT IN H417-CH AREA)
[SEE HEAVY DUTY PAVEMENT DETAIL]
w I
I PROPOSED PAVED PARKING AREA _
[SEE MEDIUM DUTY PAVEMENT DETAIL]
•• \ 1 EXISTING ELECTRIC PEDESTAL
W
BESIDE LIGHT POLE.
\'• UNDER GROUND POWER.
W ' \PROPOSED 30'X13' DUMP TER
PAD [SEE D ILJ
ROPOSED 8'X 13' DUMPSTER
A/ 7ERNA7F 5• ADDITIONAL PARKING
PROPOSED GRASS LINED SWALE_
._.._�; _.._.._.._.._.._.._.._.._.._ . _.— . _ _.. _. _
PROPOSED 8' WIDE CONCRETE
SIDEWALK [SEE DEIL]
TA —
I '
ij
I -- — — — — — — — — — — — — — — — — — — — — —
I
!•i
•�s
51
lRI• '
111111 II
-'� �� � Illlllllgl
"A07-MA-1.x`o: _
I I [SEE DETAIL] DEED BOOK 1610, PAGE 375
ISLE WIDTH I I
24.0' i I i
O I
I PROPOSED RAIL ROAD
I ' I TIE WEIR IN SWALE Z
i I [SEE GRADING PLAN] z
I
\ Ni I • IL&j [4'X13' RIP RAP PADS]
h a ! ! LI w
113 PROPOSED CONCRETE
y I I CURBING FOR TREE a
a i• i W ISLAND [SEE DETAIL] w F
Z
00
:2-
C:)Illy a W W�IO
V W 18.0 EXISTING vw I �(� 11
p -Irr
l
I I � WOODED
� ? Frj
iiW
9
mO I • 1 — — — — — — — — — — —
�j I 10 F
�V III x v
C
PROPOSED PAVED PARKING AREA
Q4< [SEE MEDIUM DUTY PAVEMENT DETAIL]
U
.I
',
I:
� !•!
m PROPOSED CONCRETE
CURBING FOR TREE
r
•
EXISTING ONE STORY
METAL BUILDING
C U ENCL SURE & STOCKADE
OODENN\GATE [SEE DETAIL] EXISTING TREE LINE
/ /F4j �q9 s iced, / , /// i� / i j�j/ ; j/ .(a) P me SPA
! ! t i
/
P60 IBLFIP,t( JCING / �/ 4 T1'PJ PROPOSED ACCESSIBLE PARKING j
���� / A j , % / //,' ' +� SPACES, LOADING ISLE, & RAMP I i
(7) -PARK/NC SPACES
EXISTING COVERED
EXISTING / / j '1'Y / I l I CONCRETE
\ SINGLE GUM © / ;�' R15.0'
�� _ _ tip•
r PROPOSED GRASS_ LINED SWALE�
\' •� \ P O_ ,
� EXISTING EXISTING OA O
\ SINGLE GUM \ EXISTING
GUM TWINPOSED SWALE ® CLUSTER
/
EXISTING BUILD G SET BACK LINE
B \ � f. • • ' •�. PROPOSED CONCRETE �' —�
'+s CURBING [SEE DETAIL)
►:1
OPOSEO. R25.0'
P e
C)V
_
v
N/F \
WOODLAND CROSSING
PROPERTIES TWO _
PARCEL ID: 8-212-3001
POSSIBLE LOCATION FOR RELOCATED UTILITY
LlTICC [CONTRACTOR TO
Dig � Safely
North Carolina
�Swo WorkingID
C�\dlN
q,
_IV I V_
1-800-632-4949
POLE AND UTl
COORDINATE WITH UTILITY PROVIDER]
PROPOSED ASPHALT PAVEMENT
[MATCH FLUSH TO EX/STING SURFACE]
N/F EXISTING BACK FACE OF CURB
NE USE LANDING PROPERTIES LLC
PARCEL ID: 8-212-021-A
SCALE: 1 "= 30'
30 0 30 60 90 FT.
/
7 E
0.
EXISTING
PROPOSED CONCRETE WOODED
CURBING [SEE DETAIL] AREA
... �" EXISTING ASPHALT PARKING
__ . . `
............................
E.....
--E_E--E—
E • • • '• ; \
PROPOSED 8'X12' RIP E \ E \'' • • .
RAP APRON PAD [TYPJ E \E \\\''•., EXISTING �-
INV: 20.91'
A T F \f '�• EXISTING I EXISTING ELECTRIC PEDESTAL
'640<7 i�� j \p\ f'••.\ �15" CPP BESIDE LIGHT POLE.
[. I UNDER GROUND POWER.
1 y � EXISTING INVERT: 20.76'
EXISTING EDGE \E \ •..
OF PAVEMENT
- ,2 60, \ . ...
\ ¢ A9v1pU `E E ESE....... ..
PROPOSED ASPHALT PAVEMENT NT (,O gLI�J
(HEAVY DUTY PAVEMENT /N HATCH AREA) \ \ 4PP466�'C
[SEE HEAVY DUTY PAVEMENT DETAIL]
N/F
CITY OF NEW BERN \
BACK FACE OF CURB PARCEL ID: 8-212-016
N/F
COL UMBUS CLUB OF NEW BERN INC
PARCEL ID: 8-212-075
DEED BOOK 1414, PAGE 1058
LA URA LANE
D4
6 .
EXISTING MAG NAIL
NOTE: FOR FIRST FINISH FLOOR REFERENCE: 100'-0" = 23.3'
CLARK PATTERSON LEE
DESIGN PROFESSIONALS
301 E. NINTH STREET, SUITE 180
CHARLOTTE, NORTH CAROLINA 28202
TEL [phone]
FAX [phone]
www.clarkpatterson.com
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DATE
DRAWN
CHECKED
12/20/07
CG
RJE
SCALE 1 "
= 30
SHEET TITLE
SITE PLAN
PROJECT NUMBER
11197.00
NBSC
C 3.0
DRAWING NUMBER
I
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2
3
2
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3
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A[TE%7/WTE--5.• ADD/T/ONAL PARK/NG
PROPOSED 540 RCP
INV FES IN: 16.9
INV FES OUT.' 16.8
\ 7\HE
K
ROM
LE .NTERS THIS
7MANHE N/FGRA
MANHTREELE. GRAVITY FDRIVE./
JENNINGS FROLLINGSDEED BOOK 1860, PAGE 756 N/F
CITYOFNEWBERN
EXISTING 50' NEUSE G `:•t'J PARCEL ID: 8-212-008
RIPARIAN BUFFER MANHOLE DEED BOOK 640, PAGE 339
RIM 24.D9,� INV-19_85' ---
- -
>
o
OHE OHE OHE OHE OH _ E
A .....r •-•.rr�
lic
TIP'_• _
r
EXISTING INVERT: 1511'
EXISTM VERT, 19.13'
ALM?MTE--S• ADDIRONAL PARK/NG
f
PROPOSED 18' RCP
INV IN. MATCH EXISTING CB I
INV FES OUT- 17.0
I I
EXISTING 3' TELEPHONE PROPOSED 8'X12' RIP
e EXISTING 5' CHAINLINK FENCE e e e e e o POLE BOLLARDS [TYPI \'\ RAP APRON PAD [TYPJ
e EXISTING DROP INLET
o RIM: 22.49
EXISTING DROP INLET \ EXISTING ASPHALT LE _ ¢' .� J
e IN 20.08, RIM: 2p 34 EXISTING DR�� INLET W - _ WATERLINE FROM HYDRANT
e \ PARKING LOT - RIM: 21.98 - W - -' - -TO WETER. NOI LOCATED EXISTING GRAVEL INV:, 18.22 '- _ - .. _ W �-•--'''
wv
e j;5 o PARKING LOT _ EXISTING - �< ' .� 'I'
_ _. WATER METER ••., - < - I I
o e SEWER ANHbLE I
EXISTING EDGE SEWER MANHOLE --- --' -- - - - EXISTING ASPHALT ROAD
--' EXISTING GRAVEL ROAD OF ASPHALT '• RIM = 2b8'I
RIM = 23.62' EXISTING 18' CMP- INV - 1 18'
INV m 1847' INV 17.89' ------
-
�I
--- OHE OHE OHE OHE _ -- OHE II - OHE OHE OHE - OHE-- -- - OHE-- -- - =
DHE_ -
.. .:::.: :-....:-A ... ..:.:..:.:......:.-.... .:..-.-......................... .t' EXISTING 12' CPP I '. GI I
r------ - -----1 PROPOSED 24INV.• 18.62' EXISTING INVERT: 157
RCP FES. 170 EXISTINGII WOODED
� II AREA I I
PROPOSED 240 RCP
EXISTING 15' CPP -'� AREA
I
BUFFER
pb ��• i W EXISTING INVERT: 19.41�10# = "
� tooi Owl
EXISTING
6
INV: 14.45 I I : EXISTING! ELECTRIC PEDESTAi tc: 2.
I LLLLLLIIIIII
I I I BESIDE. GH'P POLE.
D_BESIDE-
R GROUND POWER. N/F
/ �, I •, CITYOF NEW BERN
PARCEL D: 8-212-2002 1 I' DEED BOOK 1860, PAGE 123
W II• / v PROPOSED 240
/ I / RCP FES: 19.5
EXISTING PROPOSED 8'X20' RIP
I /
c
WOODED
REA PROPOSED RAIL ROAD''; RAP APRON PAD
TIE WEIR /N S*ALEI [TYPJ
TOP OF WEIR. 1.0
I ' 3" WEEP HOLE.• 2,1
!'A1119111posm GRASS L [SEE DETAXI
l / LAIC SHWE BMP!
i
_.._. _ ._.._.._.._.._.._.._.._.._.._.._.._.._.._.._. _ _.._.._ -------------------------------------
zz ti
Le
0
W PROPOSED
GRASS LINED
I
i•j
22.84
SWALE BMP
I !
22X
21.6
I .
W
t y x
I' j
t}
C
W X
1.
I I
ki
W I ',•
I I
x
WI 21.6
•� EXISTING ELECTRIC PEDESTAL
+ BESIDE LIGHT POLE.
,3 7
X
�I
I
4.
Mali
9�
Illill_ II
IINIIII
I
\� UNDER GROUND POWER. �';---��_-------------------
tc:27.B tc:228
W� ta2Lb 2210 bca2.J
bc22.1
011
k, PROPOSED BLE --
C.. WINGED CA H BASIN
\ ,� 22.3 CONCRET TOP: 22.2
i
>` CU INVNOUT- 20.2
tc:22.2
bc:21.7
\� \ ROPOSED 8'X12' RIP
RAP APRON PAD [TYPJ
�• EXISTING tc:2 5bc:2 0 tc:22.o 21
o \ SINGLE GUM
\\ 1
\\ _ EXISTING
SINGLE GUM EXISTING EXISTING RA
GUM TWN -
\ EXISTING BUILDING SET BACK LINE X21 . 21 BX
\ PROPOSED 8'X12' RIP
RAF AP)RON PAD [TYPJ
ce 0
N/F \
WOODLAND CROSSING
PROPERTIES TWO
PARCEL ID: 8-212-3001
M
Dig Safely
North Carolina
,No Working
cP � aN
before You
1-800-632-4949
0
N/F EXISTING BACK FACE OF CURB
NE USE LANDING PROPERTIES LLC
PARCEL ID: 8-212-021-A
SCALE: 1"= 30'
\ bc22.1 X
\ Y21
1
3 0
0
1
i
END OF PIPE If
NOT FOUND
II
-
EXISTING BUILDING SET BACK LINE
EXISTING PROPERTY LINE
i I '
I
-
i
PROPOSED OtrTLET--CONTROL STRUCTURE
21.5
i
u
:
(ANCHOR TO PROPOSED CONCRETE FOOTING)
ONCRETE TOP W/T� FRAME &GRATE)
I
_
�IN�ST��
I
I Y
ROPOSED 240 RCP
n
(4) 6" HIGH - 48' WIDE SLOT INV- 21.0
\ ,
FES• 19. 1
\
;
(1) 4' HIGH - 42' WIDE SLOT INV- 18.57
tc.22o
I I:
(1J t.5' QR/f7GE bVV 1& +CCJSE ORIFICE PRO
f
OUTLET PIPE INV: 17.9
I
I
1B
I 'i
[SEE DETAIL]
I
6
c
I
i
1
be 21.5
�
PROPOSED WET POND
I
21.
7
souum OF D
I I
I
/
ELEVATION: 6-
21.6
G
21.5
PROPOSi,rq k&k - Y
N
OVERFLOW WEIR
EXISTING DITCH FADES OUT
RCP
18.5
PROPOSED` FOREBAY RIP RAP PAD
2�"
BOTTOM OF\ FOREBAY [USE CLASS -A ROCK]
I
r
SEO
2
ELEVATION.- 12.0
DROPO / N/F
i - NEW BERN ELKS LODGE NO. 764
:22.0 I PARCEL ID: 8-212-074
tc
1 b .-2 .0 I' I DEED BOOK 1610, PAGE 375
i a PROPOSED RAIL ROAD
j TIE WEIR /N SWALE
J I I TOP OF WEIR: 2 1. 0
I v
1
HOL
bc.•21.5 I I ( QEDETA/LJ E. 20.1
[4'X13' RIP RAP PADS] z
PROPOSED
MONITORING WELL ' I PROPOSED 8'X12' RIP I I
(4' ID MANHOLE) I R4ApAPRON PAD [TYPJ ��
RIM: 22.9 IT
INV IN: 18.0 I i W , c
INV OUT: 20.2 I'j PROPOSED GRASS � xI
LINED SWALE BMP 6 W
iIi <
POSES 15'---R6P- ' ^ jC4I
lPSO Q STORM PIPE . PROPOSED 18" RCP
Z
WECT/ON [SEE PLAM FES: 20. 1 m
CONTINUATION] I • i , - - - - - -
Z 6 tc:22. o I N r _
1 1 I• � x ,
I I w
EXISTING
WOODED I
AREA
T. 1 bc:21.5 I I I
lil
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bc.•22. 1 j . l
III EXISTING TREE LINE
i
PROPOSED 18" RCP i j II
INV FES OUT.- 20.17 i
tc:22.2 tc:22.0
�bc:21.7
PROPOSED 8'X12' RIP
RAP APRON PAD [TYPJ
ta22.0
1.5 bc:21.
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F
N/F
COL UMBUS CLUB OF NEW BERN INC
PARCEL ID: 8-212-075
DEED BOOK 1414, PAGE 1058
I
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�*.7 I I.
I Ii i
EXISTINGWOODED
I
AREA
PROPO! ED $AASS
- LINED SWALE BMP
2� _ �+•��„ � _ � \, '"'�I EXISTING ASPHALT PARKING LOT :
.�...� .,-....- .......... -V I P° F
E-- E. --. _. - -
i
PROPOSED 8'X12' \ E INV: r
RAP APRON PAD [TYPJ \E\E\ EXISTING
PROPOSED 18" RCP L A E\ zos
rl U
FES: 20.8 �� EV ` �`. (� -
E `�- EXISTING 1 ; / o EXISTING ELECTRIC PEDESTAL I
�`�� '� ..�.. ` I _
� E � • � � UNDER GROUND POWER. • • • • • • � � o
\_ 15" CPP BESIDE LIGHT POLE.o-
� •;:.. � EXISTINGVNVERT '2Q76'
EXISTING EDGE E\ �\-::.._..�......_...-�:.0._ ---_.`-_-�.�... cv�rLr _-. -�... - -� _ I
OF PAVEMENT .---.
PO E E I _ o - _ IIP�... M d ,_
F
(� �E E .. Ems--E-E-E-E-E-E-E--E-E-E-E -E_._ _ ���91.
-E -E -E -E -E -E._E. _.�.5. ., 2
sT - II ,
s
I
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--
N/F _ r---------- LA URA LANE ��� III
°-
CITY OFNEW BERN \ _ - - exla+IHe rolAc.tJAW
EXISTING BACK FACE OF CURB PARCEL ID: 8-212-016
7
IN
OD
O
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ILn
rT
��
4
a
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EXISTING FORCE
AMAIN MANHOLE
RIM = 22.49'
EXISTING FORCE MAIN
UNS ALONG
E TREE DRIVE
LINE NOT LOCATED.
EXISTING RR SPIKE
I_P
EXISTING
INV: 16.03'
EXISTING EDGE
OF PAVEMENT
,IG WATERUNE
UNDEGROUND CAN
UNDE GROUND PHONE
NOTE: FOR FIRST FINISH FLOOR REFERENCE: 100'-0" = 23.3'
CLARK PATTERSON LEE
DESIGN PROFESSIONALS
301 E. NINTH STREET, SUITE 180
CHARLOTTE, NORTH CAROLINA 28202
TEL [phone]
FAX [phone]
www.clarkpatterson.com
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DATE DRAWN CHECKED
02/06/08 CS RJE
SCALE III = 30'
SHEET TITLE
(3R,4 *4G E STORM
DRAIN,4GE
PLAN
PROJECT NUMBER
11197.00
NBSC
C 4.0
DRAWING NUMBER
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PROPOSED
SANITARY MANHOLE
RIM: 23.0
\ INV T.• N/A
INV OUT-.- N/A
\ EXISTING °
\ I FORCE MAIN ENTERS THIS
MANHOLE. GRAVITY FROM
N/F
HERE TO PINE TREE DRIVE./
N/F
JENNINGS F ROLLINGS g CITY OF NEW BERN
DEED BOOK 1860, PAGE 756 ?"OEXISTINc " -'" o PARCEL ID: 8-212-008
MANHOLE--
RIM 24�$'DEED BOOK 640, PAGE 339
INV=
\ 1
• � INV19.85'.85'- - - - - - -
-- - - - - - - - - - - - - - - -
-
u OHE OHE OHE OHE OHE
I
I
.I
1
+ a i1
T _
1 _ —
11
I l0 1 1
1�
\ EXISTING INVERT: 15.11'-_--
PROPOSED 8" SDR-35 PVC SEWER PIPE
TO DOWN STREAM MANHOLE
[SEE TITLE SHEET FOR CONTINUATION]
PROPOSED
SANITARY MANHOLE
EXISTING 3' TELEPHONE INV OUT.• N/A
EXISTING 5' CHAINLINK FENCE /\ ,� RIM.• 226 I
° e e e e e�POLE BOLLARDS [TYP] \ INV IN: N/A
o / \ EXISTING DROP INLET
° ° / RIM: 21.9e _ - _ � INV OUT. N/A
° EXISTING DROP INLET ° EXISTING DROP INLET \ EXISTING ASPHALT -_a._ WV'�9:80 WV
° RIM: 22.49 ° RIM: 22.34 1 PARKING LOT WATERLINE FROM HYDRANT S'Y
20.08 EXISTING GRAVEL INV:�18.22� � � TO METER NOT LOCATED
PARKING LOT � �- EXISTING � EXISTING FORCE
WATER METER MAIN MANHOLE
° K\INV:
e - __- REPLACE I RIM = 22.49'
REPLACE -;'h_ EXISTING SEWER MANHO EXISTING FORCE MAIN
- - - EXISTING EDGE - _ RIM 22.58. RUNS ALONG
EXISTING SEWER MANHOLE - -- -- --- ---- - _ EXISTING ASPHALT ROAD
-,EXISTING GRAVEL ROAD OF ASPHALT RIM = 23.62' EXISTING 18" CMP " INV a 17.18' I PINE TREE DRIVE
\ INV = 18.47' INV: 17.89' PROPOSED 8 SDR-35 PVC SEWER PIPE uNE NOT LOCATED.
- - -
OHE OHE OHE OHE OHE -- OHE-
-. -DHE.. OHE OHE
--Oµg. OH� EXISTING RR SPIKE
v� II
" — 1
ism
-.. _ EXI TI IG 48" CMP _
-- A_. .. _. — i _
_.._ -_ ._. ._- _. _-.. ._. � J _. -- __. _. .. C EXISTING
INV. 6.03
' I�I
PROPOSED 8" SDR-35
PVC SEWER PIPE
PROPOSED
SANITARY MANHOLE
RIM: 23.6
INV IN: N/A
�✓"- J'�i� i�/�/ �ii�j
rl i /PEXISTING 12" CP� EXISTING INVERT: 1T
-----'INV: 18.62
I I
EXISTING A . / _ _ �•
I WOODED
i- j
cl �. AREA
END OF PIPE
EXISTING INVERT: 19.13' �V 'o �� �-.
�' I !�! NOT FOUND ,I
� >I EXISTING EDGE
/ WOODED
r EXISTING BUILDING BET BACK LINE OF PAVEMENT
EXISYINQ 15" CPP i / = \ A I �� 1
� I �4 \EXISTING / _-z�-7$--j _ _ / L_J II A r
EXISTING INVERT: 19.4L' AREA
EXISTING v
INV: 14.45 I / � /
EXISTINGIELECTRIC PEDESTAL �
BESI F HT -POLE.
• i ��•• __ --UND R GROUND POWER.
N/F /
PARCELiD: 8-212-2002
DEED BOOK 1t6Q, PAGE 123
W//
I
EXISTING ' WOODED \
an
AREA \
tti j
I?' ' l - - peoeOSED SANITARY BACK WATER VALVE
[4" DIAM. PIPE INV.• 20.7]
(SEEIPLUMBING PLAN FOR CONTINUATION)
/
W•l 1, � --- -- —— — — — — — -- -----
y
PROPOSED SANITARY BACK WATER VALVE
[4" DIAM. PIPE INV 21.1] I
(SEE PL UA B%G PLAN FOR CONTINUATION) I
PROP\ SED POOL
'PROPOSED SANITARY LINE 1
' p 1 ¢" DIAM. PIPE INV.' 20.6J D
W� I (SEE PLUMBING PLAN FOR CONTINUATION)
11 I 1 PROPOSED DEDICATED SANVITARY GREASE LINE I -
W' I y EXISTING 1 [4" DIAM. PIPE INV NIA]
WOODED
1 (SEE PLUMBING PLANT FOR CONTINUATION)- -
it I; 1 PROPOSED 3" GATE VALVE 1
------------------------ ----- ------- -+-------------
II
I
GP S B ILDI G
° EXISTING ELECTRIC PEDESTAL _
W� \1 BESIDE LIGHT POLE. ,PROPOSED <ITARY LINE
\�• UNDER GROUND POWER.�_---------- - -
W'1 [8" 0l4" DIAM. YPE 20.6J
l \ (SEE PLUMB/ GIPLAN OR CONTINUATION)
i
\ \'•. PRnPn4Fl7 C/ FANOI/T - -2 /
L \ [6-TYPJ (SEE DE IL) � 1�
t s PROPOSE 8" SDR-35 /
' 11 P C SEWER PIPE
PROPOSED 3" TYPE-K PROPOSED 4" SDR-35
\ \ COPPER WATER LINE PVC SEWER PIPE
EXISTING
SINGLE GUM _
--
F.
\\•� EXISTING / CLU
SINGLE GUM <- EXISTING®j
{, f\\ \........, GSM TVWN w�J
\ EXISTING BUILDING -SET BACK LINE
PROPOSED
RIM- 23.0
IN: N/A
OUTtA
\ \ F Z'i D�...
\ }� E��E•�_��E. _•1._ k._E._ E E.... E -E E E
PROPOSED 90' -
\ L A/A p ELBOW FITTING
1`1 � -- -- _ _ PROPOSED 6"
PROPOSED LOCATION FOR EXISTING UTILITY POLE & UT/LTIZES
N/F [CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER]
WOODLAND CROSSING
PROPERTIES TWO
PARCEL ID: 8-212-3001
Dig o Safely
North Carolina
\�Swo Working
efore You
1-800-632-4949
N/F EXISTING BACK FACE OF
NEUSE LANDING PROPERTIES LLC
PARCEL ID: 8-212-021-A
SCALE: 1 "= 30'
30 0 30 60 90 FT.
GATE VALVE
o J \_..-. __. JI / i / _�� �� �r • .�� EXISTNG PROPERN UNE
LLJ
tuli
EXISTING WATERLINE
\ :I I• I
-7 3 � I I EXISTING UNDE GROUND CAN
_L2,C__ EXISTING UNDERGROUND PHONE
_A 2000
-
R
m
EXISTING DITCH FADES OUT
mI
N/F
/ \ NEW BERN ELKS LODGE NO. 764
PARCEL ID: 8-212-074
PROPOSED / SANITARY MANHOLE �1 DEED BOOK 1610, PAGE 375 ( Z
RIM: 21.9
n - -- - INV IN. N/A
- INV OUT.- N/A
PROPOSED 8" SDR-35 zT
�P144� SEWER PIPE
I �
PROPOSED
SAN�TARY MANHOLE F
- RIM: 22.6 v
INV IN: N/A
INV OUT. N/A EXISTING w x I J O
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AREA
PROPOSED 8" SDR-35 \ Ln
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N/F
COL UMBUS CLUB OF NEW BERN INC
PARCEL ID: 8-212-075
DEED BOOK 1414, PAGE 1058 jl II
I
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EXISTING I 'I
PROPSED y" GATE VALV%'I WOODED v 'I
A/��d/TERM -4. PUBLIC WATER SUPPLY
WATER SUPPLY
PROPOSED -1 "--WA ETSk, AREA % / I a PROPOSED TAPPING SLEEVE & VALVE
CONTRACTOR TO PURCHACE I ROM CITY o EXISTING ASPHALT PARKING LOT [CONTRACTOR TO TEST PIT TO DETERMINE
z o'
EXISTING WATER MAIN SIZE & LOCATI J APP I � ROXIM TE OCATION OF
• • • • :•_� - - • , • • • • ' \ \ ;(/ I Qpe EXISTING WATER MAIN
E—�E
d/TERMTE-4• PUBLIC WATER SUPPLY
PROPOSED 6" GATE VALVE
SUPPLY PROPOSED 1" INV: 20A
\ F �E E EXISTING
TER CORPORATION TAP "'
F EXISTING I EXISTING ELECTRIC PEDESTAL dIKe -4• PUBLIC WATER SUPPLY
[COORDINATE WITH CITY)�15" CPP BESIDE LIGHT POLE. I
UNDER GROUND POWER. REDUCER AS NEEDED
EXISTINGVNVERT:20�76'� ��
i
_
lj_E E E'z ESE :...... .....
A/TERNATE-4 PUBLIC WATER SUPPLY 2� BzIC E _ _ �9-
RESTORE SURFACE TO ORIGINAL6"DI CONDITION) \ 'J°IdrG, A/TERALaTF-4: PUBLIC WATER SUPPLY \�'
" EXISTING EDGE ,.5fp- ---
PROPOSED 6 DIP WATER LINE - - - "-
oF PAVEMENr - PROPOSED 6" DIP WATER LINE �6�2
\ _ [RESTORE SURFACE TO ORIGINAL CONDITION] LA URA LANE � N/F
CITY OF NEW BERN \ - - - EXISTING MAG
BACK FACE OF CURB PARCEL ID: 8-212-016 \_
m
F
\ D
J PROPOSED 8" SDR-35 W
PVC SEWER. PIPE
ryT`
/
PROPOSED = \ \ I 1 [
INSPECTION POR '
MH RIM: 23.0
INV IN: N/A
INV OUT- N/A tl it
EXISTING TREE UNE
_ PROPOSED HYDRANT t1
ASSEMBLY ! cll
PROPOSED 6" ill;
GATE VAL VE
PROPOSED
6" DIP
WATER LINE
NOTE: FOR FIRST FINISH FLOOR REFERENCE: 100'-0" = 23.3'
CLARK PATTERSON LEE
DESIGN PROFESSIONALS
301 E. NINTH STREET, SUITE 180
CHARLOTTE, NORTH C AROLINA 28202
TEL [phone]
FAX [phone]
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DATE
DRAWN
CHECKED
12/20/07
CG
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SCALE 1
= 30
SHEET TITLE
UTILITY PLAN
PROJECT NUMBER
11197.00
NBSC
C 5.0
)RAWING NUMBER
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EROSION CONTROL MEASURES
CODE
PRACTICE
DETAIL
SYMBOL
DESCRIPTION
CODE
PRACTICE
DETAIL
MAP
SYM30L
DESCRIPTION
a
CONSTRUCTION
ROAD
Q
A travelway constructed as part
of a covet ctlo Ion, inelud�g
ogee roa�u par� i�ig areas an other
an—etie veht0.da transportation
O
GRADE
STABIUZATION
-0
Permanent structures installed to
protect natural or artificial
channels or waterways where
otherwise the Hops would be
STABILIZATION
routes.
STRUCTURE
sufficient for the running water
to farm gullies
(sDd
SEDIMENT
BARRIER—
qll
yp
A barrier to prevent sediment
m leaving the cgetru tign
ei e. It ma be can 0. rba ee
07 trow J hay,. a or a
CQ
CONSTRUCTION
EXIT
� i
✓
\ < cO
A crushed stone pad
located at the construction
exit to provide a place for
removing mud from tires
SILT FENCE
(indicate type
sediment fence. The barri8ro
are ugui V temporary an In
thereby protecting public
\
label)
streets.
Sd2
IN
SEDIMENT TRAP
�'��':
'
%��
(/�,�/,j
An Impounding area created
by excowting around a storm
drain Inlet. The excavated ores
$V
SURFACE
ROUGHENING
'
�/ �.,
. ' ( i
f , i !
A rough soil surface with
horizontal depressions on a
contour or elopes left in a
roughened condition after
'�tiCC((//ff//
will be filled and stabilized on
,;
grading.
completion of construction
activities.
"
OUTLET
PROTECTION
t9
st
A paved or short eedion of riprep
channel at the audet of a storm
drain system preventing erosion
Sd3
O
SEDIMENT
BASIN DETAI
A b�a�rirg�lrg erg IrYg�i'i�n
a r e r��Qvn athe
DpQ1 p QQQQ��jj eyyrYeet��°��1jQ 8rop
�6rSendn8"oreaigned
from the concentrated runoff.
a 8
Rd
ROCK
R
FILTER
wd
A temporary or permanent
atone filter dam Installed
across small drainageways.
Re
RETAINING
WALL
A concrete retaining wall
�
O
DIVERSION
a1
An earth channel or dike located
above, below, or across o slope
to divert runoff. This may be a
temporary or permanent
structure.
D$1 MULCH ONLY
RATE= 2 1/2 T/AC.
TEMPORARY GRASSING D82
SPECIES PLANTING DATES APPLICATION RATE
ANNUAL LESPEDEZA (LESPEDEZA STRIATA) 2/15 — 3/15 10 lbs./AC
WEEPING LOVEGRASS (ERGOSTIS CURVUTA) 3/15 — 6/15 4 lbs./AC
PEARL MILLET (PENNESETUM GLAUCUM) 6/15 — 9/1 50 lbs./AC
FERTILIZER (10-10-10) 500-700 lbs./AC
MULCH (WHEAT STRAW) 2 1/2 T/AC
WwW6NENT GRASSING Die
SPECIES
COMMON BERMUDA (HULLED SEED)
PLANTING DATES
APPLICATION RATE
10 lbs./AC
3/15 — 6/30
COMMON BERMUDA (TIFT 44) OR
7/1 — 9/15
40 cu.ft./AC
TALL FESCUE
8/15 — 10/31
50 lbs./AC
COMMON BERMUDA (UNHULLED SEED)
9/15 — 1/1
10 lbs./AC OCT. 1-2/28
COMMON BERMUDA (UNHULLED SEED)
1/1 — 2/15
6 lbs./AC
COMMON BERMUDA (UNHULLED SEED)
2/15 — 3/15
6 Ibs./AC
FERTILIZER (6-12-12)
1500 Ibs./AC
MULCH (WHEAT STRAW)
2 1/2 T/AC
LIME
1 to 2 T/AC
THE ABOVE APPLICATION RATES ARE FOR EROSION CONTROL PURPOSES ONLY.
SEE LANDSCAPE PLAN FOR PERMANENT VEGETATION.
SPECIES
RATE PER
000 SOFT.
RATE PER
ACRE
PLANTING DATES 2
MTS L'STONE
PIEDMONT
COASTAL
WEEPING LOVEGRASS
0.2 POUNDS
4-6 LBS.
3/15-8/1
3/1-8/15
2/15-8/15
SUN\DANGRASS
1 POUNDS
35-45 LBS.
4/1-8/1
4/1-7/15
4/1-7/15
BROWNTOP MILLET
1 POUNDS
30-40 LBS.
4/1-7/1
4/1-7/15
4/1-7/15
WHEAT
3 POUNDS
2-3 BU.
10/1-12/1
10/15-1/1
11/1-1/15
1. UNUSUAL SITE CONDITIONS MAY REQUIRE
HEAVIER SEEDING RATES.
2. SEEDING DATES MAY NEED TO BE ALTERED TO
FIT TEMPERATURE VARIATIONS AND LOCAL
CONDITIONS.
NOTES'
1. < 12 MONTHS OR UNTIL ESTABLISHMENT OF
FINISHED GRADE OR PERMANENT VEGATATION.
2. SITE PREPARATION:
A. GRADING AND SHAPING
B. SEEDBED PREPARATION
C. APPLY LIME AND FERTILIZER
D.
PLANT
YA SEASONI ACID SREO�ONSPECIES
E. APPLY MULCHING MEAK IF NEEDED
F. IRRIGATE IF NEEDED BYT NOT AT
RATE TO CAUSE EROSION
3. PLANTING DATEDEPEND ON SPECIES AND
REGION (MDSOUNTAIN, PIEDMONT OR COASTAL)
DISTURBED AREA STABILIZED
Ds2 (WITH TEMPORARY SEEDINGS)
NOT TO SCALE
FIL1
VEGETATIVE MEASURES
CODE
PRACTICE
DETAIL
SMAP
M3 L
DESCRIPTION
FD$1
DISTURBED AREA
STABILIZATION
(wITH
D$1
Establishing temporary protection
for disturbed areas whom seedings
may not haw a suitable growing
MULC ING
aeaeor to produce an erosion
ONL
retarding cover.
D$2
DISTURBED ARE
STABIUZATION
(WITH
=.7
�X�
D$2
Establishing a temporary
vegetative cover with fast
growing seedings on
TEMPORARY
disturbed areas.
SEEDING)
D$3
DISTURBED ARE
STABILIZATION
((WITH
' „t.z
Ds3
Establishing permanent
vegetative cover such as
trees, shrubs, vines, sod,
PERMAN NT
grasses or legumes on
SEEDING
��
disturbed areas.
BUFFER
FBZONE
Bf
t
�
®
An undisturbed natural
"green belt" separating the
land —disturbed site from
t
surrounding property and
bordering streams.
MbCONTROL
EROSION
MATTING AND
; .
Mb
The Installation of a protective
covering (blanket) or soil
stabilization mat on a prepared
planting area of a steep slope,
BLANKETS
channel or shoreline.
Sd1
Dozer treads create
grooves perpendicular
to the slope.
Grooving is cutting furrows
along the contour of a slope.
Irregularities in the soil
surface catch rainwater and
provide some coverage of
lime. fertilizer and seed.
TRACKING
19' ELEV.
MAX VOLUME
OF BASIN
GROOVING SLOPES
3"-4" STONE
Su SURFACE ROUGHENING DETAIL
N. T.S.
NORMAL SPACING 4'-0
(BRACE POLE AT LOW POINT) MIN. POST
EMBEDMENT 18" INTO GRADE.
ATTACH FILTER CLOTH TO
FILTER FENCE FABRIC
q' WOVEN WIRE FABRIC
SILT FENCE SHALL CONSIST OF WATER PERMEABLE FILTER MATERIAL
COMPOSED OF STRONG ROT PROOF SYNTHETIC FIBERS FORMED INTO A
WOVEN WIRE FENCE
MATRIX OF WOVEN OR NON —WOVEN FABRIC. THE FABRIC SHALL BE A
ATTACHED TO EACH
PERVIOUS SHEET OF SYNTHETIC FIBERS ORIENTED INTO A STABLE
POST
NETWORK SUCH THAT THE FIBERS RETAIN THEIR RELATIVE POSITION
WITH RESPECT TO EACH OTHER. THE FABRIC SHALL BE FREE OF ANY
TREATMENT OR COATING WHICH COULD SIGNIFICANTLY ALTER THE
FABRIC'S ABILITY TO WITHSTAND EXPOSURE TO PROLONGED SUNLIGHT OR
H EAT.
THE EDGES OF THE FABRIC SHALL BE FINISHED TO PREVENT THE OUTER
STRAND FROM PULLING AWAY FROM THE MATERIAL. THE FABRIC SHALL
BE FREE OF DEFECTS OR FLAWS WHICH SIGNIFICANTLY AFFECT IT'S
z
STRENGTH OR FILTERING PROPERTIES.
THE FABRIC SHALL HAVE A MINIMUM HEIGHT OF 36 INCHES.
CID
SHEETS OF FABWC MAY BE SEWN OR BONDED TOGETHER TO FORM
iu
CONTINUOUS PIECES. NO DEVIATION FROM ANY STANDARD OR
SPECIFICATION WILL BE PERMITTED DUE TO THE PRESENCE OF A SEAM.
POSTS
STEEL POSTS — SHALL HAVE PROJECTIONS TO FACILITATE FASTENING OF THE FABRIC
HARDWOOD — HARDWOOD POSTS SHALL HAVE A MINIMUM SIZE OF
2"x4"x6O"
TOE IN FABRIC AND
SOFTWOOD — SOFTWOOD POSTS SHALL HAVE A MINIMUM DIAMETER OF 4
COMPACT BACKFILL.
INCHES OR A NOMINAL SIZE OF 4"x4"X6O" AND STRAIGHT ENOUGH TO
PROVIDE AN INSTALLATION WITHOUT NOTICEABLE MISALIGNMENT.
FASTENERS
FASTENERS CAN BE EITHER APPROVED STAPLES OR BUTTON HEAD NAILS.
WIRE STAPLES SHALL BE A MINIMUM OF 17 GAUGE AND SHALL HAVE A
CROWN WIDTH OF NO LESS THAN THREE—QUARTERS OF AN INCH. STAPLES
SHALL BE EVENLY SPACED WITH A MINIMUM APPLICATION RATE OF 5
STAPLES PER POST. NAILS SHALL BE A MINIMUM OF 14 GAUGE, 1 INCH
IN LENGTH, AND HAVE A MINIMUM THREE—QUARTER INCH HEAD. NAILS
SHALL BE EVENLY SPACED WITH A MINIMUM APPLICATION RATE OF 4
NAILS PER POST.
LT FENCE PLACEMENT
DETAIL
TYPE "C
NOT TO SCALE
36"
HAY BALE
WOOD STAKES TO BE
2 x2'Y4' LONG
FLOW
I — HAY BALES
ANGLE 1ST STAKE TOWARD
PREVIOUSLY LAID BALE —
Ad2ZW
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AND INITIALIZE EROSION
CONTROL MEASURES, STRAW BALES AND/OR SILT FENCING ARE TO BE USED FOR SILTA71ON
CONTROL IN ALL AREAS THAT WILL BE DISRUPTED DURING CONSTRUCTION, STRAW BALES AND/OR
SILT FENCING ARE TO BE MAINTAINED TO THE SATISFACTION OF THE ENGINEER AND WILL BE
REMOVED BY THE CONTRACTOR ONCE GROUND COVER IS REESTABLISHED.
2. HAY BALES ARE TO BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALE.
3• HAY BALES SHALL BE EMBEDDED IN SOIL A MIN. OF 4"
4• HEY BALES SHALL BE SECURELY ANCHORED INPLACE WITH STAKES OR RE —BARS DRIVEN THROUGH
THE BALES.
5 THE FIRST STAKE OF EACH HAY BALES SHALL BE ANGLED TOWARD PREVIOUSLY LAID HAY BALE TO
FORCE THE HAY BALES TOGETHER.
6. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE DONE PROMPTLY AS
NEEDED.
7. HAY BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO
IMPEDE STORM FLOW OR DRAINAGE.
STAKED HAY BALE DETAIL
N rS.
TRASH RACK
3:1 SS
PERFORATE THE ENTIRE
RISER WITH 1/2" HOLES
24" DIA. RCP [SEE PLAN]
TOP OF DAM CONSTRUCTED ELEV: 22.5' [EXISTING]
TOP OF DAM SETTLED ELEV: 22.5' [EXISTING]
[EXISTING] SS
ANTISEEP COLLAR
6'x6'
CORE TRENCH
2' DEEP,
1:1 SS
2' BOTTOM WIDTH
72.5'
CCONCRETE ANT/FLOAT/ON BLOCK
[USE BLOCK AS SPECIFIED FOR OUTLET CONSTRUCTUREJ
(SEE DETAIL)
STEEL REBARS [SEE OUTLET CONSTRUCTURE DETAIL]
Sd3 TEMPORARY SEDIMENT BASIN CROSS—SECTION
N. T. S.
USE 2" — 3" COARSE AGGREGATE FOR
CONSTRUCTION ENTRANCE/EXIT PAD MATERIAL
GEOTEXTILE
UNDERLINER
PAD THICKNESS' 6" MINIMUM
Co MAY REQUIRE PERIODIC TOP DRESSING
WITH 2" ADDITIONAL STONE.
CONSTRUCTION ENTRANCE/EXIT DETAIL
NOT TO SCALE
C//1:71�iI1}�t�I
Oj
Dig Safely
North Carolina
\\Iwo Working0
Gm � din
�` fore You
1-800-632-4949
NOTE: FOR FIRST FINISH FLOOR REFERENCE: 100'-0" = 23.3'
CLARK PATTERSON LEE
DESIGN PROFESSIONALS
301 E. NINTH STREET, SUITE 180
CHARLOTTE, NORTH CAROLINA 28202
TEL [phone]
FAX [phone]
www.cla rkpatterson.com
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DATE DRAWN CHECKED
12/20/07 CG RJE
SCALE NONE
SHEET TITLE
SEDIMENT & EROSION
CONTROL DETAILS
PROJECT NUMBER
11197.00
NBSC
C 7.0
DRAWING NUMBEF
F
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n
AWWA IC-500 PIPE SLEEVE AWWA #C-500
GATE VALVE
EXISTING WATER MAIN
MECHANICAL
JOINT �
o o
o o
- - --- E
ll
o i o i
O O
PROPOSED WATER MAIN
Alm
1. USE DUCTILE IRON TAPPING SLEEVE & VALVE
2. ALL JOINTS TO BE MECHANICAL JOINTS
J. USE TAPPING VALVE BY MUELLER MODEL # T-2360
OR APPROVED EQUAL
4. USE TAPPING SLEEVE BY MUELLER MODEL # H-615
OR APPROVED EQUAL
>i :rjli�r�r\�./\r,�
:.........
rr.
FIN/SHED GRADE COVER 70 BE
f MARKED 'WATER"
F76" THICK CONCRETE PAD
CROWN TO SHED WATER
O '
VALVE BOX
�n
d VAL VE BOX TO
BE SUPPORTED PO ROOFING FELT
BY CONCRETE MECHANICAL JOINT
PROPOSED f BOTH ENDS
GATE
T VALVE
#30 ROOFING FEL0
1 PROPOSED i4 RE -BAR
D+12 WATER MAIN LINE
�'
1. ALL JOINTS TO BE MECHANICAL JOINTS
2. USE GAT£ VALVE BY MUELLER MODEL # A-2360
OR APPROVED EQUAL
GATE VALVE DETAIL RETAINER GLAND W/TH /
N.T.S. SET SCREWS, CLOW /
MECHANICAL JOINT END
FITTING
FD. /. P. WATER
MA/N FITTING
OR APPROVED EQUAL.
CAT NO. F-1058
AMI
1. RETAINER GLANDS SHALL BE USED AT ALL BENDS, TEES AND FIXTURES.
2. AT 90' BENDS AND TEES, RETAINER GLANDS SHALL BE INSTALLED FOR
3 PIPE LENGTHS (JOINTS) ON EACH SIDE OF THE FIXTURE.
3. USE SERIES 1100 MEGALUG MECHANICAL JOINT RESTRAINTS BY EBAA
IRON SALES INC. OR APPROVED EQUAL.
4. INSTANT JOINT RESTRAINTS WITH FIELD LOCK GASKETS SHALL BE
INSTALLED AT ALL REMAINING JOINTS
TYPICAL RETAINER GLAND DETAIL
N. T..S.
AREA OF BEARING FACE OF CONC THRUST BLOCK /N SQ.FT.
BLOCKS TO BE POURED AGAINST UNDISTURBED EARTH,
PIPE
SIZE
90'
BEND
45'
BEND
22-1 2'
BEND
1 11-1 4'
BEND
TEE OR
PLUG
TEE OR
CROSS
4 6
6
3
3
I 3
5
5
8
70
6
3
3
8
8
12
22
12
6
3
16
16
16
24
13
1 7
1 3
79
19
20
37
20
1 10
1 5
28
28
AREAS 34SED ON AN INTERNAL PRESSURE OF 150 P. S 1. G. AND A SOIL
AS SHOWN ABOVE. BEARING PRESSURE OF 2000 P.S.F.
2. THE UTILITY LINE AS REFERRED TO IN THIS DETAIL INCLUDES, AND /S NOT LIMITED TO, WATER CLASS B r 12" MIN. TYPICAL
MAINS, SANITARY LINES, STORM LINES AND GAS LINES CONCRETE ALL THRUST BLOCKS
TYPICAL
UTILITY LINE CROSSING DETAIL „.
N.T.S.
TYPICAL BEARING FACE UNDISTURBED
EARTH TYPICAL
THRUST BLOCK AT TEE THRUST BLOCKS AT BENDS
AT THRUST BLOCK
FIRE HYDRANT MUELLER SUPER CENTURION FIRE
2 HOSE NOZZLES, HYDRANT MODEL A42J OR
®0 4" MAX ABOVE 1 PUMPER NOZZLE APPROVED EQUAL
EXISTING GROUND
ESL/DING TYPE Cl. VALVE BOX
RISER AS
"GATE`
VAL
°0
VE O
UNDISTURBED EARTH ��I o 0 p N CONC.
N
lil o ° N oo \p L N
o � o
CRUSHED GRAVEL
MECHANICAL JOINT TEE
0 0 0 (INCLUDED AS PART OF
SOLID CONC HYDRANT ITEM)
BLDG. BLOCK 2'-0" M/N.
4"x15" 6" DIP
AVIM W1 'Y14 RODS (1 EA. SIDE)
1. ALL FLANGES ON FIRE HYDRANT LEG TO BE MECHANICAL JOINT RETAINING TYPE (USE
MEGA -LUG OR APPROVED EQUAL)
2. WHEN HIGH GROUNDWATER /S ENCOUNTERED /N THE AREA OF THE PROPOSED HYDRANT,
WEEPHOLE /S TO REMAIN PLUGGED AND APPROPRIATE SIGNAGE AFFIXED ADVISING THAT THE
BARREL HAS TO BE PUMPED DRY AFTER USE DURING COLD TEMPERATURES TO PREVENT
DAMAGE.
HYDRANT ASSEMBLY DETAIL
N.T.S.
{'.;.:. PLUG-\
WATER MAIN4
(ELEV. VIEW)
THRUST BLOCK FOR TEE
NOTES: CROSSES AND PLUGS
1. THRUST BLOCKS SHALL BE PLACED AT ALL BENDS
2. THRUST BLOCKS SHALL BE PLACED AT ALL TAPPING SLEEVE
AND VALVE CONNECTIONS AS SHOWN ABOVE FOR TEE.
3. WHERE POSSIBLE, CONCRETE FOR THRUST BLOCKS SHALL NOT
COVER BOLTS OR BELLS.
TRUST BLOCK FOR BENDS
FOR BENDS
Mrs
WATER MAIN TESTING AND DISINFECTION NOTES:
WATER MAIN GENERAL NOTES:
1.
WATER FOR TESTING AND FLUSHING SHALL BE OBTAINED FROM EXISTING WATER SYSTEM.
1,
THE LOCATIONS, SIZES AND ELEVATIONS OF EXISTING U77LI77ES ARE BASED ON
ARRANGEMENTS SHALL BE MADE W/TH THE CITY WATER DEPARTMENT.
INFORMATION COMPILED BY THE ENGINEER FROM DRAWINGS OF RECORDS AND
2.
FLUSH MAINS AND SERVICES (IF APPILCABLE) BEFORE TESTING. MIN/MUM FLUSHING
INFORMATON FURNISHED BY THE VARIOUS UT7L/T/ES, WTH FIELD CHECKING
VELOCITY SHALL BE 2.5 FEET PER SECOND.
WHERE NECESSARY AND POSSIBLE. 7HE ACCURACY OF THIS /NFORMA7ON IS
3.
BEFORE TESTING, SECTIONS ADJACENT TO THE TEST SECTION SHALL BE FILLED WITH
NOT GUARANTEED AND MA Y BE APPROX/MA 7E ONL Y.
WATER . FURNISH ALL WATER, EOU/PMENT, CONNECTIONS, P/PING, METERS, MEASURING
DEVICES, PUMPS, AND TEMPORARY ENCLOSURES NECESSARY TO PERFORM THE REQUIRED
2
THE APPROXIMATE LOCATION OF THE PROPOSED WATER MAIN /S /ND/CAl£D ON THE
TESTS, SUBJECT TO THE REVIEW AND APPROVAL BY THE CITY WATER DEPARTMENT.
PLANS, HOWEVER 7HE ACTUAL LOCA77ON WILL BE GOVERNED BY THE ACTUAL LOCA77ON
TESTING SHALL BE MADE ON SECTIONS OF WATER MAIN NOT EXCEEDING 2000 FEET
OF THE UNDERGROUND U77L177ES OR OTHER CONTROLLING FACTORS AS DETERMINED
IN LENGTH.
BY 7HE ENGINEER DURING CONSTRUCTION.
4.
TESTING SHALL MEET THE MIN/MUM REQUIREMENTS OF AWWA C-600 SECT/ON 4, EXCEPT
3.
MIN/MUM COVER ON ALL NEW WA TER MAIN SHALL BE FOUR (4) FEET,
WHERE MORE RIGID REQUIREMENTS ARE ESTABLISHED BY THESE SPECIFICATIONS.
MEASURED FROM FINISH GROUND SURFACE EXCEPT AS 07HERWSE NOTED.
BEFORE APPLYING TEST PRESSURE, ALL AIR SHALL BE EXPELLED FROM THE PIPE.
4.
WHERE THE CLEARANCE BETWEEN THE WATER MAIN AND ANY EX/S77NG U77L/TY OR
AFTER THE PIPE HAS BEEN FILLED, IT SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE
SERVICE CONNEC7ONS /S LESS THAN ONE (1) FOOT, A TYPE C SELECT FILL SHALL BE
OF 50 PS/ ABOVE NORMAL LINE PRESSURE OR A MIN/MUM OF 150 PSI FOR A PER/OD
PROVIDED AT NO ADD/77ONAL COST 70 THE OWNER.
OF TWO HOURS
5.
ALL FIT77NGS SHALL BE BACKED UP WITH 3,000 PS/ CONCRETE THRUST BLOCK OF
5.
A PRELIMINARY TEST OF 50 PS/ ABOVE NORMAL LINE PRESSURE OR A MIN/MUM OF
SUFFICIENT SIZE.
150 PS/ SHALL BE PERFORMED BY THE CONTRACTOR. AFTER THE PRELIM/NARY TEST
6.
HIGHWAY DRAINAGE SHALL BE MAINTAINED THROUGHOUT 7HE PER/OD OF
/S SATISFACTORY, THE ENGINEER SHALL BE GIVEN 24 HOURS NOTICE AND A FINAL
CONS 177UC770N.
TEST PERFORMED.
7.
SAFE AND CONTINUOUS THROUGH TRAFFIC AND INGRESS AND EGRESS FOR ADJACENT
6.
LEAKAGE SHALL BE DETERMINED AT 30 MINUTE INTERVALS BY MEANS OF VOLUMETRIC
OWNER DRIVEWAYS, SERVICE ROADS AND PUBLIC STREETS SHALL BE MAINTAINED
MEASUREMENT OF THE WATER ADDED DURING THE TEST.
THROUGHOUT THE PER/OD OF CONS7RUC770N.
7.
TEST PRESSURE SHALL BE BASED ON THE ELEVATION OF THE LOWEST POINT UNDER
8.
THE CONTRACTOR SHALL LOCATE FLAG AND PRESERVE SURVEY MONUMENTS
TEST PRESSURE SHALL BE APPLIED BY A PUMP CONNECTED TO THE PIPE. THE
g,
WHEN INSTALLING HYDRANTS OR BLOW -OFFS, SHOULD GROUND WATER BE
PUMP, PIPE CONNECTIONS , GAUGES AND MEASURING DEVICES SHALL BE CAL/BRAYED
ENCOUNTERED WITHIN 7 FEET OF THE FINISH GRADE, WEEP HOLES (DRAINS) SHALL
TO THE SATISFACTION OF THE ENGINEER.
8.
LEAKAGE SHALL BE DEFINED AS THE QUANTITY OF WATER SUPPLIED TO THE SECT/ON
BE PLUGGED.
OF THE PIPE UNDER TEST NECESSARY TO MAINTAIN THE REQUIRED PRESSURE. SHOULD
10.
MIN/MUM VER77CAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES SHALL
ANY TEST DISCLOSE LEAKAGE GREATER THAN THE ALLOWABLE, THE DEFECT SHALL BE
BE 18 INCHES MEASURED FROM 7HE OUTSIDE OF THE PIPE AT THE POINT OF
LOCATED AND REPAIRED BY THE CONTRACTOR.
CROSSING. MINIMUM HORIZONTAL SEPARAT/ON BETWEEN PARALLEL WATER MAINS
9.
ALL WATER MAINS AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH
AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET
AWWA C 651 (1999) DISINFECTING WATER MAINS, OR LATEST REVISION,
MEASURED FROM THE OUTSIDE OF THE PIPES, MANHOLES OR VAULTS ONE FULL
ITEM 4.4.2. DELETED.
STANDARD LAYING LENGTH OF WATER MAIN SHALL BE CENTERED UNDER OR OVER
USING THE CONTINUOUS FEED METHOD.
THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE.
USE 50 PPM INITIAL CHLORINE DOSE. DISINFECTANT SHALL REMAIN IN
/N ADD/77ON, WHEN THE WATER MAIN PASSES UNDER 7HE SEWER, ADEQUATE
THE SYSTEM FOR A PERIOD OF 24 HOURS AFTER WHICH THE RESIDUAL SHALL BE AT
S7RUC7URAL SUPPORT (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR 77-E
LEAST 25 PPM. FOLLOWING DISINFECT/ON, ALL TREATED WATER SHALL BE THOROUGHLY
SEWER TO PREVENT EXCESSIVE DEFLEC770N OF THE ✓O1N75 AND SETTLING OF THE
FLUSHED FROM THE MAIN.
SEWER ON 7HE WATER MAIN.
10.
THE INTER/ORS OF ALL APPURTENANCES AND SECTIONS OF WATER MAIN THAT CANNOT
11.
WATER SERVICE SHALL BE MAINTAINED AT ALL TIMES, EXCEPT AS CALLED FOR ON
NORMALLY BE DISINFECTED SHALL BE SWABBED BY THE CONTRACTOR, TO THE SAT/S-
THE PLANS.
FACTION OF THE ENGINEER, WITH A CONCENTRATED CHLORINE SOLUTION CONTAINING
12.
ALL ASPHALT DRIVES CROSSED BY THE WATER MAIN INSTALLATION SHALL BE SAWCUT
NO LESS THAN 200 PPM OF FREE CHLORINE. THE CONTRACTOR SHALL ALSO DISINFECT
AT THE R.O.W. LINE AND RESURFACED TO THE EDGE OF PAVEMENT, EXCEPT /F SHOWN
ALL EXISTING WATER LINES AND APPURTENANCES WHICH WERE BROKEN, DAMAGED,
DIFFERENTLY ON PLANS
CONTAMINATED, OR SUSPECTED OF BEING CONTAMINATED AS A RESULT OF WORK DONE
13.
COORDINATE WATER MAIN SHUT -OFFS WITH THE DEPARTMENT OF PUBLIC WORKS OF
WITH THIS PROJECT.
THE CITY OF NEW BERN.
14.
FIRE HYDRANTS ARE AS APPROVED BY ENGINEER.
n
24" 0 CAST IRON
Shim to fino/ height RIM &COVER
J4 Rebor around perimeter
0�11 1 24" 0 CONCRETE RISER TO GRADE
I I FIN/SHED GRADE
T (GRADE TO DIVERT RUNOFF
8" dia Covers _ REMOVE RECESS TO-1TI-Ti-M=T l-TUL
24" A ACCEPT RISER, (2) ® J4 Rebot
COVER HYDRAULIC CEMENT --Each Woy
GROUT 2 SIDES
Inlet
4 3"
8' 6"
1"
5' 5" 33" For in/et & outlet
use 4" PVC Tee -�
20" Did. Cover7 4'-1 " anal Pipe. 4 T"
Liquid 5"x6"x10/10
Level Wire Mesh
3" Walls
I 8'-4"
3" Min Pec
10 - I Grove/ Bedding
TOP VIEW SIDE VIEW
M7M1
1. CONCRETE MIN/MUM STRENGTH. 4,000 PS/ AT 28 DAYS
2. REINFORCEMENT: 6 X6 X 10ga. WIRE MESH, #4 RERAR
J. AIR ENTRAINMENT- 5X
4. CONSTRUCTION JOINT.- BUTYL RUBBER SEALANT
5. LOAD RATING: 300 psf - WEIGHT = 8,700 /bs
6. PIPE CONNECTION: POLYLOK SEAL
7. USE 1,000 GAL. GREASE TRAP
8. GREASE TRAP TO HANDLE SINKS AND
APPLIANCES ONLY. NO RESTROOM EFFLUENT PERM/TIED.
9. MANHOLE COVER - 24" D/AM. - H2O LOADING BY
1,000 GAL PRECAST GREASE TRAP
SCALE: NOT TO SCALE
8 1/4"
1. ALL JOINTS & FITTINGS TO BE GLUED
2. PIPING FOR CLEANOUTS TO MATCH SEWER LINE TYPE & SIZE
CLEANOUT DETAIL
N.T.S.
SEE PAVEMENT
JOINT DETAIL
SEE HEAVY DUTY
PAVEMENT DETAIL
EXCAVATE
TO A SAFE
SLOPE OR
PROVIDE
TRENCH
BRACING
RUN OF BANK
GRAVEL FOR FULL
DEPTH UNDER
0
FLAT BASE 5.0' WIDE
X
ELEVAT/ON.• 20.17
GRASS L/NN/NG
(ALL SIDES OF SWALE)
[SEE LANDSCAPE PLAN]
ELEVATION.• 21.5'
0.01'
FR££
BOARD _ _ _ WATER FLOW ELEVATION., 21.49'
1.49O
A.
O
ELEVATION: 20.00
_ _ _ _ PROPOSED WATER TABLE ELEVATION-- 19'
ISOII IC V/EW
BMP - GRASS LINED SWALE - DETAIL
N.T.S.
AREA - SEEDING
EXCAVATION & B4CKFILL
,�ry�r�%�O)��rri �
y iAQ
48" MIN
(FOR WATER
LINES)
12"
PAVED AREAS FOR
ALL UTILITIES PAVEMENT AREAS
(COMPACTPACT /N 8" LAWN AI
LIFTS)
TYPICAL TRENCH DETAIL
N.T.S
48"
IN/T/AL SAW CUT
SUBBASE
STRUCTURE
Concrete : 4,000 psi at 28 days
Reinforcement: WWF and/or Rebor
Air Entrainment: 5% Volume:
Connection: Polylok Seal (patented)
Load Rating: H2O
PUMP SET
Pump Model
Pump order no.
3 Motor order no.
i - HP, 200v, 3 phase, 3500 rpm
9 2" NPT discharge
m CentriPro duplex control panel
e & three float switches
oGoulds Pumps, ITT Industries
a
a Aluminum Hatch Door -H20
30"x3O" Watertight w/ drain
RIM: SEE PLAN FINISHED GRADE
INSTALL 6" WIDE YELLOW I I 12 0 0
WARNING TAPE 6" BELOW GRADE. a
.E INSTALL ABOVE ENTIRE RUN OF
CABLE AND/OR CONDUIT.
5" 6' ID >
2" CONDUIT (POWER) PVC, SCH 80 CONDUIT TO PUMP STATION
PVC BELOW GRADE FOR CONTROL WIRING & POWER TO BOTH PUMPS o=
RMC ABOVE GRADE 3/4" x 10' COPPER
GROUND ROD AND #4 ALARM FLOAT bhk valve 1
ELECTRICAL PANELS STRANDED GROUND WIRE. ELEV: -- rass check ve ( )
Electric Pannels to be mounted in
mechinal room below stair case in
main lobby. Mount high level warning
alarm light in lobby as directed by
project manager.
PROPOSED CONTROL PANEL DET
SERVICE PANEL
HIGH LEVEL ALARM LIGHT (MOUNT IN HALLWAY)
30"x48"YX" GALV. MOUNTING PLATE
sae" SECURE TO WALL w/ (10) BOLTS MIN.
DUPLEX PUMP CONTROL PANEL
CENTRIPRO, OR APPROVED EQUAL
ALTERNATE LOCATION OF SERVICE
DISCONNECT AND METERPAN, IF
NOT PERMITTED ON RISER POLE
[BACK OF STANTION]
SERVICE RECEPTACLE
120V, 20A, GFCI w/ WP COVER
NTS
PUMP OFF FLOAT brass tee (1)
ELEV: --
PUMP ON FLOAT brass full port valve (2)
ELEV: -- brass check valve (2)
INSTALL INSIDE DROP IN PUMP STATION 2" flexible hose (2)
WET WELL. MATERIAL SHALL BE DIP
_ -- 2" compression fitting
8"
T-- " pumps (2)
PROPOSED DUPLEX PUMP STATION DETAIL
NTS
TOEWALL
STORM PIPE
/ PIPE END SECT/ON,
SUPPLIED BY SAME
MANUFACTURER AS
STORM PIPE.
1-TOEWALL
8 "-12" RIP -RAP
3/4" BEDDING
STONE O W
Z
SEE PLAN
P/PIOFKE NEW AT PIP£ ENDISEC111IdV
FLAT BASE
(SEE CHANNEL CHART FOR WIDTH)
8"-12" RIP -RAP
[CLASS -A ROCK) _
RIP RAP SWALE SEQMN
RIP RAP RAP DETAIL
A N/N NTS.
(FOR WATER
LINES)
DigSafel
y
North Carolina
rp\\• VINO Working0
c) dN
�l9fore You O N
1-800-632-4949
CLARK PATTERSON LEE
DESIGN PROFESSIONALS
301 E. NINTH STREET, SUITE 180
CHARLOTTE, NORTH CAROLINA 28202
TEL [phone]
FAX [phone]
www.clarkpatterson.com
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12/20/07 CG RJE
SCALE NONE
SHEET TITLE
SITE DETAILS
PROJECT NUMBER
11197.00
NBSC
C 8.0
I
1 2
3
CI
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NOTE: FOR FIRST FINISH FLOOR REFERENCE: 100'-0" = 23.3'
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PROPOSED 24" _
RCP OUTLET PIPE
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ro o
ELEV = 22.0 -
ELEV= 21.5 -
(4) WEIRS (LENG7H=48 f
4 SIDES OF S7RUC7URE -
ELEV.= 21.0
NEW 6" THICK PRECAST CONCRETE ELEV= 22.0 -
TOP W/ FRAME & GRATE
} ELEV- 21.5
) WEIRS
-
o, I (4SIDES 0 LESTRUCTURE
ELEV.= 21.0
10 - 81WAJ'STAINLESS
STEEL ANCHORS
(HIT HY-150) W17H j 0
CATCH BASIN
STEPS INS/DE &
OUTSIDE OF BASIN
TRASH RACK ALL (4) SIDES
[REBAR 4" ON CENTER)
EPDXY AND 2-1 2"
( 12 SPACING)
240 OUTLET PIPE 9 0
10-YR STORM ELEY 19.94
EMBEDMENT
ELEV 17 9 - 4
4
i 4 k4'
WATER QUANTITY ROUTING
7764SH RACK /N SLOT INSIDE DIMENSIONS
FOR DETENTION POND
STARTS AT ELEY 18.0
[REBAR 4" ON CENTER)
1-YR STORM ELEV, 18.87
o
(1) SLOT (W-42" X H-49 I � � I
II
TEMPORARY POOL ELEV: 18.57
3" TYP
. y1rj I 42 X4 SLOT I
I I
0.5T -TEMP POOL VOLUME 6,229.4 [CUFTJ
& L E (USE
PROTECTION I Q i I
PERMANENT POOL ELEV- 18.0
[SEE DETAIL] ELFJGr O I ° I
[SURFACE AREA A9 ELEV = 9534 SOFT]
N.T.S.
-
�o
/B AT if" O.C.
N
TOP & BOT. EA. WAY
• • • • • • • •
10 - 8W ij"STA/NLESS STEEL
ANCHORS (HIT HY-150) W17H j0
EPDXY AND 2-112" EMBEDMENT
_
f
8'-O"SEano
N07ES
1. 5X5' CATCH 34S/N STRUCTURE TO BE PRECAST AND SET IN PLACE
ON FOOTTNG.
TOP
2. 24" OUTLET OPENING TO BE SLIGHTLY LARGER TO ACCEPT 7HE
iElv
PROPOSED 24" OUTLET PIPE.
J. MORTAR & SEAL BETWEEN STRUCTURE AND OUTLET PIPE CONNEC77ON
4. THE CONTRACTOR SHALL EXCAVATE* F0077NG AREA OF ALL MUCK AND
FORM F0077NG ON CLEAN STRUCTURAL FILL ACCEPTABLE 70 THE
ENGINEER.
5. STEPS TO MEET ASTV C-478 (AMTOR/AL SHALL BE COPOLYMER
POLYPROPYLENE PLAS77CE WITH 15 REBAR, GRADE 60 REINFORCEMENT).
OUTLET
CONTROL
STRUCTURE
427(4" SLOT
10.0' --�
VEG'ETA�I
TOP: 18.5
BVTTOM.• 17.5
• •" • • • •- -w •
6. IN THE EVENT THAT 7HIS OUTLET CONTROL STRUCTURE HAS A
- - - - - - - - - -
BLOCKAGE /r IS ACCEPSABLE BY SMALL BOAT THEN BY PROPOSED STEEPS
OUTLET CONTROL STRUCTURE
N.T.S SECTIO
PERMANENT POOL 1OYR STORM ELEV.- 19.94
ELEVATION.• 18.0 YR STORM ELEV.• 18.87
TEMPORARY POOL
SLOPE �ELEVAT/ON. 18.57 FOREBAY OVERFLOW WEIR
v
n c7
1 SLOPE ELEVATIO'
MAIN POND 3.•1 SLOPE FORESAY
ELEVATION: 12.0 ELEVATION: 10.0 - 3:1 SLOPE SEPAWV
SEDIMENT REMOV)L
OX SLOPE ELEVATOAr, 11.0
SECTION A -A
SLOPE
PERMANENT POD( lOYR STORM ELEV 19.94
10:1 SLOPE ff9 77CIN.• 18.0 1YR STORM ELEV.• 18.87
0
3.1 SLOPE _ 0
REIN " -^i "-^I - t SLOPE
,,;eIELF MAIN POND 4a I SLOPt
3.• 1 SLOPE-,, `3.• 1 SLOPE
OX SLOPE
SECTION B-B
POND SECTIONS
SCALE: NOT TO SCALE
4" PVC SCREW TYPE PLUG
0 TEMPORARY POOL ELEVATION
R\ 12"
CATCH BASIN (WITH PROTRUDED BACK)
(TYPICAL FOR CATCH BASIN WITH LARGE LONGITUDINAL PIPE OR RECESSED BOX)
4'-4" W1 + 12" MINIMUM 4'-4"
A NOTE:
DETAILS NOT SHOWN
HERE WILL BE
N OI 6„ I 5 -8" OPENING FOR 6 CURB „ 2 IN V.
I AT FAR LEFT HOSE
CONSTR. CONSTR. JOINT F L BRICK 7 ^'8" OPENING COIN 6"CURB _ _ _ 11_0"
FOR NORMAL CATCH
JOINT } - - O T- VAR. 3 4"TO SR DES z BASINS.
J - - - - - - � - - J O 12" TYPICAL 1 4-8" - 2:1MIN. SLOPE J / \ J
W\ M FACE OF TOP SLAB TO HAVE iv
LONG. PIPE SAME BATTER ADJOINING CURB
O
NOT OVER 24 F T_ �T T� + 0 / - 1 2 Wi
-L �I_\ _
CONC. CONSTR. 16
8-DI M. ONCI PEDESTAL 6" CONC. CURB CASTING DETAILS
C
/ \
a N '� DEPTH LIMITS FOR 23/4" / _ -611 7/8"R. THIRD PEDESTAL REQ'D. FOR C.B. ON
OJ ; I BEG. ISLOPE TOI BASIN a' 'al : f INCREASING T RADII OR FOR RECESSED BOX.
V N In N 5-8" OPENING FOR 6" CURB / ' 6"' (DIAM. (MIN.
A
o. � PEDESTAL (MIN. OF
CONSTR. JOINT 7-•8" OPENING FOR 8" CURB PLAN / •v c FOR C.I. COVER DETAILS SEE TWO PART PLAN m
CONSTR. JOINT MAINTAIN NORMAL GRADE A PAV. EDGE F )
at/z' BARS C.I. RING STD. DWG. NO. #611
NOTE:
NOTE: 12'-8" (MIN.) -PAYMENT FOR CATCH BASIN INCLUDES ALL 4' LONG TIE BATTER SAME AS CURB APPROX. WT. / L = W1 + 4'-8"" W
QUANTITIES BETWEEN THESE LINES EXCEPT ADDITIONAL DEPTH FOR 4 - 76 Les. 5-3BARS O 3 RECESSED BOX E BE USED
x / # ONLY WHERE SPECIFIED. c Z
1" a8 8;1 3/a - BATTER SAME AS CUR PAV. SHALLOW LONG. PIPE OR Y J
BASIN (UNLESS OTHERWISE NOTED IN PLANS) 2 -0 MIN. EDGE UNDERGROUND OBSTRUCTION
" "PLAN " `' 6� -B" CHAMFER 1 R _ -8" !� TYPICAL. m
3'-0" MINIMUM 4'-4" 4'-0 MIN. 4'-4" 3'-0" MINIMUM q, ELEVATION
_ 1
1f SAME AS SCALE: i"=1'-O" -' W2 3'-0" °
TRANSITION TRANSITION ADJOINING _ CURB HT.+2" EDGE TO BE RUBBED CURB HT. ` „
GUTTER _ TYP
4� 8' 2:1 MIN. 11 �r R. u CONC. „ ANY SIZE '
6" TO 8" 4-8" MIN. 3" 3„ 13" I2•-r' [ „� 8 LONGIT.
4-8 > PEDESTAL REQ'D
° 7•-8" OR 5•-8" 1 -8" GUTTER 8 - _w" H z - H2 6"MIN. I 8"MIN.
'a q °' ° ° THICKNESS SECTION F-F CL 1-a" 3/a" I I� LARGE \
m' .. NOTE: I F-T LOCATION OF
SEE SEPARATE STD. -4" ��- -a" W x -Y D LONGIT C.O. I BOX FRONT
1 /2" EXPAN. JT. e" DIAM. CONC. FOR PRECAST ALTERNATES PIPE - - - VARIED
PEDESTAL ADAPTERS (STD. 606) PRECAST SECTION H-H -L 1� INDIVUALLY
°•,
SAME MIN. THICKNESS WILL BE REQUIRED BOX 2^ w" �d.; .'' .,a'•'. S ° ° �' S
A CONCRETE MIX AS -
ADJOINING GUTTER WITH CIRCULAR, AND/OR ��
BUILT -IN -PLACE CONSTR. j �+ T W OVER 3' •T T W T T
MAY BE USED IN LI 1/2„
SECTION I -I COMBINATIONS. MORTAR ,L NOTE: H2 & W2 TO BE SHOWN IN THE PLANS
JOINT ^'O ;-} SECTION A -A
INSIDE FACE OF FRONT WALL TO BE -BRICK 1 w" (FOR LONGITUDINAL PIPE OVER 24") SECTION A -A
NOTE: NORMAL SLOPE OF CONCRETE APRON TO BE INCREASED BY 4" TO 8 WHERE ALIGNED WITH BACK OF CURB LINE M (WITH RECESSED BOX)
BATTER SAME AS CURB
"H" PERMITS AND LONGITUDINAL PIPE IS LOWERED FOR OTHER REASONS. 2 Ff. IN.
J , 4 5-8" OPENING FOR 6" CURB CATCH BASIN ON RADII
e "1 7-8" OPENING FOR 8" CURB 1 2"
1"R• 141 AVM'T EDGE/ _ R = 15' DETAIL OF REINFORCED CONCRETE SLAB
SLOPE „ r. $' MIN.30'
SECTION
3",/FT. 8 6 OR• .
B ° - - 4�8 \ �- DESIRABLE. w3 4'-4" W1 + 2T OR 4'-4"
L - - - - - BRICK - - o W1 + 12 MIN.
SLOPE: 2:1 / o k
H C.D. PIPE 6"MIN. PRECAST BOX ON BRICK �`/
(IF Q'D.)7 _ DESIRED H 4-8, CONC. HALF -SECTION
/ PEDESTAL / / \ " PAYLINE FOR FOUR
> LONG C.D.
LONG. PIPE
? 1*AFT. PIPE LET -=-
PIPE (IF REQ'D)
.• • . .
♦ °' • •. -
�T 3'-W; M N. �T--T-I-�'-0" W--I-T--� B••J
SECTION J-J SECTION A -A
SCALE: •-8"=1'-O"
NOTE: PIPE SIZES, NUMBER, ALIGNMENT, AND INVERT SHOWN ARE ILLUSTRATIVE,
SEE PLANS FOR SPECIFICS. INVERTS TO BE FORMED WITH GROUT OR CONCRETE AS
0
CATCH BASIN
(IF CATCH BASIN HAS LONGITUDINAL PIPE OVER 24", SEE DETAILS AT RIGHT)
3'-0" MINIMUM 4'-4" wt + 12" MINIMUM a' -a" 3'-0" MINIMUM
TRANSITION ON CURB TRANSITION ON CURB
HEIGHT AND GUTTER T wt T HEIGHT AND GUTTER
SLOPE A SLOPE
ORIFICE - OUTLET PRO'
N rS.
DETAIL OF TOP SLAB: REINF. STEEL & CLEARANCES REQUIRED
BATTER SAME AS ADJOINING CUR +4' FOR 6' HI. CURB
4'-0"(MIN.) *�B Z' FO"MINE CURB PAVEMENT
1 "B' CL OF STEEL R 4-.8" EDGE
s cww�ER I" IN 1
NOTE: / \_\ BASINU0 #50 DIAGONAL BARS
DO NOT LOCATE CATCH `
BASIN ON RADII IF ,c \ " 1-8'" CL. TYI
OTHER ALTERNATES ? #5 BARS AT 6 O.0
ARE FEASABLE. \ / o BOTH WAYS
DETAILS NOT SHOWN - fi �, / / C-4
HERE ARE SIMILAR \
TO THOSE FOR NORMAL I / / THREE ; + oI
CATCH BASINS,PAYMENT I PEDESTALS 3"v
FOR CATCH BASIN REQUIRED
INCLUDES ALL
QUANTITIES FROM
PT. 1 TO PT. 2. FL= I T PLAN
DIRECTED BY THE ENGINEER OR AS SHOWN IN THE PLANS. = I
DETAIL OF REINFORCED CONCRETE SLAB PAYLINE FOR bIn 11/z" FACE CONC. TO CL. REINF.
DEMINIMUM DIFFERENCE IN ELEVATION BASIN 1" 1t. PIPE
FROM PAVEMENT EDGE TO FLOW LINE 6 MIN.
4'_4" OR Wi + 27 4'-4" OF OUTLET PIPE. S _
BOTTOM SLAB
w OR w1
MATERIALS
S
(MAX.)
NON-REINF.
6„
TO 4'-6'
CONCRETE
OR BRICK
8"
CONC. REINF. W1
OVER
#4 BARS 12" O.C.
8„
BOTH WAYS 2" CL.
FROM SLAB TOP
4 -0 MIN. 3/4 STEEL LADDER BA�
2' T
#5 BARS AT 6" O.0 3/4"
BOTH WAYS Z N 12" r 3/4" I 15
V-10•-8„ + `
3
I z „ T [-2„
v o 15" I
NOTE: MH STEPS LISTED IN
GA. D.O.T. LABORATORY'S
QUALIFIED PRODUCTS LIST 2'
MAY BE SUBSTITUTED. I
1-•8" CL. TYP. PLAN #50 DIAGONAL BARS ALL CATCH BASINS WILL HAVE STEPS OR
1-8" FACE CONC. TO CL. REINF. LADDER BARS NUMBER &LOCATION TO BE
AS DIRECTED BY THE ENGINEER.
TYPICAL MIN. DIMENSIONS
PIPE SIZE
MIN. H
I W OR Wt
MIN•
12"
4'-4"
3'-0"
V-3"
15"
4'-7"
3'-0"
V-6"
18"
4'-10"
3'-0"
V-9"
24"
W-6"
3'-0"
4"-4"
30"
6'-2"
3'-7"
5'-0"
36"
V-10"
4'-6"
5'-7"
42"
7'-4"
5'-3"
W-11"
48"
8'-0"
6'-0"
6'-6"
54"
8'-6"
W-8"
7'-0"
60"
9'-2"
7'-4"
7'-7"
REINF. CONC. SLAB ELEVATIO
ALTERNATE TO INVERT NOTE:
TYPICAL TREATMENT FOR SKEWED PIPES ARE: CIRCULAR PRECAST UNITS;
PRECAST SWIVEL SECTIONS; PIPE ELBOWS OR INCREASED BOX SIZES TO
ACCOMODATE THE SKEWS.
6„ CL SEE SEPARATE STANDARDS FOR PRECAST ALTERNATES.
_ MIN.
- FitT
U. 8" 3'-7" MAX. W 8" #4 BARS AT
` 12" O.C. BOTH
MIN. WAYS
II CLASS '"A" CAST -IN -PLACE
= CONC. WALLS
(NOT REINF)
-�'\LCC F
CONSTR. JT.
.: ;.,...: S (OPTIONAL) S
T
BY
REVISI❑N
DATE
E❑P
REVISE Cl LID
1/14/00
' DETAIL OF LADDER BARS
NOTE:
THE MIN. H & MIN. DE GIVEN IN ABOVE
NON -REINFORCED SMALL
BASIN W1 NOT OVER 3-7")
REINFORCED CONCRETE
NOTE: ALL BARS IN PLAN VIEW ELEVATION
TABLE ARE BASED UPON TYPICAL OUTSIDE
HALF -SECTION
ARE SPACED AT 6" O.C.
DIAMETERS OF CONC. PIPE AND MAY BE VARIED
IF CONSTRUCTION
ALTERNATES
NOTE: FOR DETAIL OF REINFORCING STEEL IN TOP PORTION OF SLAB,
CONDITIONS PERMIT WITH VARIED DIMENSIONS
NOTE: DETAILS NOT SHOWN
ABOVE FOR CONSTRUCTION
SEE PART PLAN AT TOP RIGHT.
SPECIFIED IN THE PLANS OR DIRECTED BY THE
ALTERNATES WILL BE
SIMILAR TO BRICK
NOTE: TOP SLAB MAY BE CAST IN PLACE OR PRECAST IF CAST IN PLACE, BUILDER'S PAPER
ENGINEER. W. & W. DIMENSIONS DO NOT HAVE
TO CATCH BASIN DETAILS.
IS TO BE PLACED BETWEEN THE CATCH BASIN AND TOP SLAB.
BE EQUAL.
DOUBLE WINGED CATCH BASIN DETAIL
N.T.S
PROPOSED
PERMANENT POQ�
---ELEVATION.- 18.0'
i
I
PLAN VIEW
BMP - WET DETENTION BASIN - DETAIL
PAVEMENT
OR GRASS
a8 FINISH
� OPOE
z t
�--CONCRETE
RISER RINGS
w7H FLEXIBLE EPDM RUBBER SEAL
*�a
( BRICK RISERS NOT ALLOWED )
W-0" CONE
PRECAST
EOCENTRIC
CONCRETE
CONE
FLIT SLABS ALLOWED
REINFORCED PER
'-"--------
ON SHALLOW
ASTM C-478
MANHOLES ONLY
KENT SEAL OR
APPROVED EQUAL
BARREL JOINTS TO BE SEALED WITH B"
12" THRU 5' RISER
EXTERNAL EPDM RUBBER SEAL WRAP
- - - - - - - -
SECTIONS AS REQUIRED
MANHOLE STEPS
NOTE ALL JOHJTS TO BE
SHALL NOT BE
g" 12' AC.
GROUTED BOTH INSIDE
STAGGERED
AND OUTSIDE
1/12 M.N. DIA. - 5' MIN.
48' CIA.
IF MANHOLE RECEIVES
FORCEMAIN; INTERIOR MUST
BE COATED VATH 125 MILS OF
- _ _ _ _ _ --
RUBBERIZED BOOT,
TENEMIEC 436 AND 15 MILS OF 435
SEAL AND CLAMP
SLOPE 1"
PER FOOT
BASE
BRICK ROWLOCK
4'-0"
CRUSHED STONE
INVERT
SOLID MASONARY
UNDER PIPE
3'
FILLER
MIN.
12' MINIMUM
12" MIN. NO. 57
NOTE,
STONE FOUNDATION
AND TROWELED SMOOTH
FROM M_H_
1, TABLES ARE TO BE GENTLY SLOPED
WALL
TO INVERT WALL AND CONSTRUCTED
OF SOLID MASDNARY.
2• BASES LARGER THAN 46" (INCH) MUST USE TRANSIMON SLAB AND
48' (INCH) RISER SECTIONS
3• CONES WITH BOLT DOWN CAST IN PLACE FRAMES ARE REQUIRED ON OUTFALL SEWERS IN
UNMAINTMNED AREAS (SEE DETAIL 47.0)
4 1RAFFIC FRAME AND COVER SHALL BE USED IN PAVED AREAS. (SEE OUA:L 46,0)
5. WHEN APPLICABLE MANHOLES SHALL BE MEASURED FOR PAYMENT
FROM INVERT TO TOP OF COVER.
6. NO MANHOLE RISER SECTION SHALL BE MORE THAN 0.5" (ONE HALF INCH)
OUT OF ROUND. PRECAST MANHOLE
N.T.S.
Dig � Safely
North Carolina
\�jWo WorkingDd
C) IN
before YOU
1-800-632-4949
NOTE: FOR FIRST FINISH FLOOR REFERENCE: 100'-0" = 23.3'
CLARK PATTERSON LEE
DESIGN PROFESSIONALS ]
301 E. NINTH STREET, SUITE 180
CHARLOTTE, NORTH CAROLINA 28202
TEL [phone]
FAX [phone]
www.clarkpatterson.com
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DATE DRAWN CHECKED
12/20/07 CG RJE
SCALE AS SHOWN
SHEET TITLE
SITE DETAILS
PROJECT NUMBER
11197.00
NBSC
C 9.0
;AWING NUMBE
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1/4
60x6" WELDED III==III==Iu-=lnl==ln.�COMPACTED SUBGRADE
WIRE MESH CONCRETE WALK, 3,500 PSI, 6% t 1%
AIR ENTRAINED, 4" THICK
CROSS —SECTIONAL VIEW
20' ^TO NEXT EXPANSION ✓T.
1/2" PREMOLDED 2" MINIMUM DEPTH
BITUMINOUS - FULL WIDTH OF
IMPREGNATED FELT CONCRETE SLAB.
FULL WIDTH OF
CONCRETE SLAB
EXPANSION SIDE VIEW JOIN OO R
TYPICAL CONCRETE SIDEWALK DETAIL
N.T.S
EDGE
NO CURB
GRASS -LAWN SEED
4" TOPSOIL 3' SEE PLAN FOR
FINISHEL7 GRADE ELEVATIONS 3 1" TYPE E ASPHALT TOP COURSE
0o e 2 2' TYPE B ASPHALT BINDER COURSE
0 0- 1 5' GRADED AGGREGATE BASE COURSE
0
0 GEOTEXTItE FABRIC
0 0"0 ^ 0° a umn 500X OR EQUAL
o " "oo _ 0 0
COMPACTED SUBGRADE PER
=1=111=111=11 1=1 =111=1 11=11 1=1 =1 11=111= SPECIRCA77ONS AND WITH
APPROVED PROOF ROLLING
UNDERCUT ALL BURIED 7OPSOX
AND ALL MAMMAL
STANDARD DUTY ASPHALT PAVEMENT SECTION
N.T.S.
18" TYPICAL 6„ FINISHED GROUND BOLT SIGN TO TUBE OR POST
1 4 WITH3/8" CADMIUM PLATED
SLOPE BOLTS NUTS AND WASHERS
3/4" IN 6" _
N
Q,j� ;'a °. 2' X 2" X 0. 188' SQUARE
QV(�bVp p S7£EL TUBE. EXTEND INTO
a CONCRETE FILLED PIPE 2'-0".
INSTALL WATER 77GHT CAP ON
do�Ub�o �D`o 70P. PAINT HUNTER GREEN
3,500 PS/ CONCRETE Q
MIN. GAB COURSE
ALTERNr17E:• STANDARD 3 o
POUND PER FOOT U-CHANNEL to
SIGN POST PAINTED GREEN
18" TYPICAL 6„ FINISHED GROUND
SLOPE 1 4
3/4" IN 6" I _
1 1111Ii ��U
°
c v
. °d.° ° 3,500 PSI CONCRETE
�ob0° 6" MIN. GAB COURSE
USE THE APPROPRIATE CURB ACCORDING TO DRAINAGE PATTERNS
TYPICAL CONCRETE CURB DETAIL
NOT TO SCALE
5' X 5' MIN
LANDING
SLOPE = Y : X
SLOPE SHALL NOT
EXCEED 1 : 12
6' (7YP.)_K
8" DIAMETER STEEL PIPE
FILLED WITH CONCRETE
D
E
W o
Tt
PLAN
�F
N
O
ELEVATION
7RUNCATED DOME
DETECTABLE
WARNING DETAIL
MIN.
MAX.
D
1.60"
2.40'
E
0.65'
1.50"
F
0.45'
0.80"
C
0.90"
1 40"
IF A" IS LESS 7MAN 48 IN. THEN
THE SLOPE OF 7HE FLARED SIDE
SHALL NOT EXCEED 1:12.
ALL LETTERING TO BE
EDGE
NO CURB
CRASS -LAWN SEED
4" TOPSOILr
SEE PLAN FOR
FINISHED GRADE ELEVATONS 3 1.5' TIDE F ASPHALT TOP COURSE
2.5" TYPE B ASPHALT BINDER COURSE
" 1 10" GRADED AGGREGATE BASE COURSE
o�GE07£X7LEFABRIC
0°M/RAFI 50OX
_ _ 0 0
_ _ _ — — — — = {-- COMPACTED SUBGWE PER
=1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 1= SPEC/F/CA77ONS AND W/7H
APPROVED PROOF ROLLING
UNDERCUT ALL BURIED 7OPS0/L
AND ALL AMIERAL.
HEAVY DUTY ASPHALT PAVEMENT SECTION
N.T.S
WHITE AND A MINIMUM 12' MIN/MUM
OF 1 INCH HIGH
STANDARD S/'N
No. R7-8-G4
rolm■oae.
SYMBOL TO BE TOMANAr°01E j
WHITE
BLUE REFLECTIVE
BACKGROUND
m
BLUE REFLECTIVE ■mrm■IMSM
BACKGROUND
STANC ARD SIGN VAN
No. R7-8P5
ALL LETTERING TO BE
WH17E AND A MINIMUM
OF 1 INCH HIGH
1. ALL SIGNS TO BE 0.080" THICK ALUM/NUM.
2. ALL SIGNS SHALL CONFORM WITH ALL CURRENT A.D.A.
FEDERAL, STATE AND LOCAL CODES & REGULA77ONS.
J. PLACE "VAN ACCESSIBLE" SIGN /N FRONT OF
VAN ACCESSIBLE SPACES ONLY.
HANDICAP SIGN DETAIL
N. T. S.
1'-8" DM.
CONC. BASE
FLARED SIDE CURB RAMP ENCASE PIPE H
CONCRETE• AFTE
PIPE /S SET
FLARED SIDE 1: f0 SLOPE MAX. WALL F0077NG-
DETECTABLE WARNING AT CURB RAMP NOTE•
CURB RAMP SHALL HAVE A DETECTABLE WARNING CONSIS77NO OF TRUNCATED DOMES. 7HF DETECTABLE WARNING SHALL
EX7END 7H£ FULL WlD7H AND 2 FEET /N DEPTH OF A CURB RAMP. 7RUNC47ED DOMES AND ALL RELA7ED INSTALLED
SURFACES 70 BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. ALL DETECTABLE WARNING SURFACE
INSTALLA77ONS SHALL BE AT MINIMUM, AT LEAST AS NON SKID AS 7HE SURROUNDING PEDES'7RAN SURFACES
DETECTABLE WARNING RAMP DETAIL
N. T.S
1 2 3
GATE FRAME SHALL BE 1.90" O.D.
STEEL P/PE, 2.72 LBS./SF
ALL JOINTS WELDED
ROUNDED CONCRETE 70�
PAINTED BROWN \\
7'4"
1'-0"
�?
--3"x2 1/2"x1�4" STEEL OR
3"x2 11/16 x1/4" ALUMINUM
�3
POST. ALL STEEL POSTS TO BE
O
HOT DIP GALVANIZED AFTER
FABRICATION FOR FULL LENGTH.
0
m
STANDARD NYSDOT
BREAKAWAY
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CONNECTION
�FINISHED GRADE
[SEE DETAIL]
TYPICAL SIGN POST DETAIL
N.T.S.
9 GAGE CHAIN
LINK FABRIC
END AND CORNER
POSTS 2.5" O.D._\
SLOPE TOP OF
FOUNDATION AWAY
FROM POST
f/4' PER FOOT.
TROWEL SMOOTiI
2"
f0" DIA
99/L 1 5/8" O.D.
MATCH EXISTING
PAVEMENT FLUSH 12"
VERTICAL OPOSED
SAW CUTS VEMENT
APPLY TACK COAT
0.050 GAL./S. Y.
PAVEMENT JOINT DETAIL
SCALE: NOT TO SCALE
NOTE., SYMBOL SHALL BE BLUE.
ACCESSIBLE PARKING DETAIL
N. T. S
FABRIC 17£ (TYR)
LINE POST 2" O.D.
f3/16" DA. BOTTOM
TENSION WIRE
TIDE C CONCRETE a
I
f0'-0" ((�1yy�� 2" M
POST ;PACK
PLUG END f0` DA
OF POSTS UNDISTURBED EARTH OR
COMPACTED SUBGRADE
6' CHAIN LINK FENCE
N.T.S.
ATTACH WOODEN STOCKADE
FENCE/NG TO STEEL FRAME
PIPE CLAMPS SCREWED
70 GATE WITH WASHERS
SPACERS TO FAC/L/TATE
SLIDING
:.�:_ TX C FRCAL GRADE HDWR
W WHEEL FOR EACH GATE
III III _ iii .1 q. 1
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C_ . *4 — - PLACE PIPE FOOTING
INTEGRAL WITH WALL
F0077NG
N.T.S.
COLOR & STYLE 70 BE
DETEM/NED BY ARCHITECT
V
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N
2" THICK SOLID CONCRETE
MASONRY CAP
12" SPLIT FACE BLOCK WALL
— STEEL REINFORCING
1/2" EXPANSION JOINT FILLER
6" THICK CONCRETE SLAB
6x6 WELDED WIRE
TOP & BOTTOM
� 6" TYPE 2 CRUSHED STONE
OR AS NOTED
ON SITE PLAN
121x8"xf6' STANDARD HOLLOW CONCRETE
BLOCK BELOW GRADE, WITH NOR/ZONTAL JOINT
- REINFORCING AT 16" O.C. VER77CALLY
- - COMPACTED SUBGRADE
3" 2'-0" WIDE X 8' THICK CONCRETE FOOTING
- - - WITH (2) CONTINUOUS 1'4 BARS (ALL REINFORCING
BARS TO BE SET ON METAL CHAIRS)
TRASH ENCLOSURE SECTION
N,TS.
o
SEE PLAN
NON -ACCESSIBLE
PARKING STALL
NO
1. SYMBOLS SHALL BE BLUE.
3" BLUE PAVEMENT
MARKING (TYR)
—8" WIDE BLUE
PAVEMENT MARKING
AT f'-6" O.C.
3' DOUBLE LINE
WH/7£/BLUE PAI�EMENT
MARKING (TYR)
-3' WH17E PAVEMENT
MARKING
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TRASH ENCLOSURE PLAN
N. T.S.
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Dig Safely
North Carolina
�\\,,No Working0
— dyN
1-800-632-4949
NOTE: FOR FIRST FINISH FLOOR REFERENCE: 100'-0" = 23.3'
4 5 6
CLARK PATTERSON LEE
DESIGN PROFESSIONALS
301 E. NINTH STREET, SUITE 180
CHARLOTTE, NORTH CAROLINA 28202
TEL [phone]
FAX [phone]
www.clarkpatterson.com
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DATE DRAWN CHECKED
12/20/07 CG RJE
SCALE NONE
SHEET TITLE
SITE DETAILS
PROJECT NUMBER
11197.00
NBSC
C 10.0
OWING NUMBER

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CITYOFNEWBERN
OK 1783, PAGE 151
DEED BOOK 1860, PAGE 756
PARCEL ID'. 8-212-OM
DEED BOOK 640, PAGE 339
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CROSSING PROPERTIES TWO
PARCEL ID:8-212-3001
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PARCEL ID: 8-212-021-A
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PARCEL ID: B-212-074
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rescue Seed 1 rr,er Group-C
N'A9K 44U' 4 v9N
CITY OF NEW BERN
PARCEL ID'. 8-212-016
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PARCEL 10: 8-212-075
DEED BOOK 1414, PAGE 1058
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NOTES:
I. REMOVE WIRE AND NYLON THANE FROM BALL AND CANOPY.
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
REQUEST OF ARBORIST.
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
LEGAL MANNER.
5. RESEED UNMULCHED, DISTURBED AREAS.
3/4' NnG1 SNM
a• our lam NTH ITV KNOT.
a• LAROEIR TINT TIPS DINKIER
ROOT HYDRN ro
E AT RMMI GRAY
MULa1 AMY RROM
TRUNK I- TO 2-
4'" / a' NOE MAMWM
NRW WTSVE OF NXITU l
• NANKAI LAMR OF MULCH
3 - rdNe' ROW aTNtE6
I N can[PID 3/a' XLLE
MMN IN UN[ 1STI SPIN
EWN1Y VM= NKANU TK[
nNSN gRNY
k�^ n
Ft
REYOS[ L [HOLES SOLI
SAaRSl AS arEWm
FiMII RWT URatOYA
RMMM TOP 1/3 sm w
UNINNu1Ma SOL
KAO TNT N/L9/RNL M.
IRNtAY roP 1/3 d NNE VAIRL9
eAs¢r MVY PRES[NT
RASE PIT 97T1GI M NT ROOT cAGwI
AT TIE WwYOT HEIGHT. FIRM SOL UNOEIR RGaT NN
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z80.1-2004)
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA.
MIN. ROOT BALL DEPTH
2• 12-14' ID' 2e
16'
3' 14-16, ID' U.
21'
TREE PLANTING (FOR SINGLE AND MULTI -STEM TREES)
NTS
Planting Rectulrement Calculations
ZONING: R- 10
SITE REQUIREMENTS
Developments of three acres or more require 15 percent of the total lot area to be planted.
Calculations:
Total Site Area = 7.3 AC
Landscape Area = 47,698 SF required/ 179,212 SF provided
Broken screen, type C. For every linear 100 feet, or fraction thereof, the screen may consist
of a combination of at least two canopy or ornamental type trees, each having a minimum
caliper of at least two in inches, and shrubbery three feet in height that covers an average of
20 percent of the screen area, or five canopy or ornamental type trees, each having a
minimum caliper or two inches. The broken screen is intended to create the impression of a
separation of spaces without necessarily eliminating visual contact between the spaces.
Site feature to be screened:
Seperation zone between nonresidential developments and street right—of—way
Property line along right—of—way with Class C Buffer = 280 LF ( 8 trees required / 8 trees provided)
Total Screen Area = 2,800 SF Proposed/ 8,325 SF Exisiting
560 SF Shrubbery Required (20% of Proposed Screen Area) / 560 SF of Shrubbery provided
Exisiting vegetation to meet perimeter 10' screen requirements & 860 LF of the Class C Requirements
PARKING REQUIREMENTS
Parking areas in all commercial, office and institutional, industrial, multifamily, nonresidential
uses in a residential district, and planned unit developments which have ten or more parking
spaces shall be planted as follows:
For every ten spaces provided, one planting area of not less than nine by 18 feet shall be
required. This area shall either be spaced between each ten parking spaces or otherwise
randomly combined or spaced within the parking area to provide a planting area which shall be
planted consistent with good design standards.
There shall be no less than 2 inches in caliper for each 9' by 18' planting area
Calculations:
Parking Spaces = 76 Total Planting Areas Required = 8 / Total Planting Areas Provided = 8
Parking Spaces = 104 Total Planting Areas Required = 11 / Total Planting Areas Provided = 12
(Add Alternate #5)
Landscape plantings used in parking areas as required may be used in satisfying the planting requirements
Each planting area provided in accordance with the planting requirements may be counted as one parking
space when computing the number of parking spaces required by article XVIII of the ordinance.
ATTENTION CONTRACTOR/LANDSCAPER:
1. Minimum tree size at planting is 2—inch caliper
2. All strapping and top 2/3 of wire basket must be cut away and removed from root ball prior
to backfilling planting pit. Remove top 1/3 of the burlap from root ball.
3. For new planting areas, remove all pavement, gravel sub —base and construction debris; remove
compacted soil and add 24" new topsoil —or— uncompact and amend the top 24" of existing soil
to meet topsoil/planting mix standards for trees (within entire minimum area of 200 square feet
per tree).
4. No street trees, other than those species listed as small trees in section 78-28 of the New Bern
Planting Ordinance, may be planted under or within ten lateral feet of any overhead utility line, or
over or within five lateral feet of any underground water line, sewer line, transmission line, or other
underground utility.
4. No street trees shall be planted nearer than 35 feet from any street corner, which distance shall
be measured from the nearest curbline of the street intersecting the street right—of—way within which
the street tree is being planted. No street tree shall be planted nearer than ten feet to any fireplug.
GENERAL NOTES LANDSCAPER:
1. Contractor responsible for all plants shown on plan.
Quantities shown for convenience only.
2. All plants to be mulched with clean shredded harwood bark to a
minimum depth of 3". Mulch trees to 3 feet beyond trunk minimum,
mulch beds completely.
3. Stake and guy trees as per locally accepted practice and ANSI standard.
4. Report any discrepancies in contract documents or field conditions
to Landscape Architect.
5. Contractor shall prepare all plant beds by tilling to a minimum
depth of 12" and adding peat moss and sand as necessary to attain
an adquate planting medium for proposed plants and trees.
PLANT UST
SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE COMMENTS
TREES:
OR 12 Quercus rubra Red Oak 2' Caliper — min. B&B
OP 8 Quercus phellos Willow Oak 2' Caliper — min. B&B
SHRUBS:
PA 28 Pennisetum alopecuroides Hameln Dwarf Fountain Grass 1 Gal. Container
'Hameln'
BMP PLANT UST
SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE COMMENTS
SHRUBS:
EllIV 92 Itea virginica Virginia —willow 3' HT. CG
6'6' OC
HERBS & FLOWERS:
11 SL 220 Sagittoria lotifolia Duck Potato 2' dia X 5' plugs 2' OC
GRASSES & SEDGES:
11 JE 8,434 Juncus effusus Soft Rush 2' dia X 5' plugs 1' oC
0 PV 6.894 Panicum virgotum Switchgrass 2' dia X 5' plugs 1' OC
1
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KEYPLAN #
NOTE: FOR FIRST FINISH FLOOR REFERENCE: 100'-0" = 23.3'
4 5 6
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DATE DRAWN CHECKED
01.18.2008 WTM GNW
SCALE 111=50'-0"
SHEET TITLE
PLANTING
PLAN
PROJECT NUMBER
11197.00
L
6.0
DRAWING NUMBER
I